Prepared by:

HNTB New York Engineering

and Architecture, PC

In association with:

Clough, Harbour & Associates, LLP

Louis T. Klauder & Associates

AKRF, Inc.

Pinyon Environmental, Inc.

High Speed Rail 

Empire Corridor

Tier 1 Draft Environmental 

Impact Statement

Volume 2

U.S. Department of Transportation

Federal Railroad Administration

New York State 

Department of Transportation

List of Volumes Tier 1 Draft EIS 

High Speed Rail Empire Corridor Program

Tier 1 Draft Environmental Impact Statement

This Tier 1 Draft Environmental Impact Statement (EIS) consists of four volumes:

Volume 1 Environmental Impact Statement, which includes:

• Executive Summary

• Chapter 1, Introduction and Purpose and Need

• Chapter 2, Existing Transportation Conditions and Major Markets

• Chapter 3, Alternatives

• Chapter 4, Social, Economic, and Environmental Considerations

• Chapter 5, Financial Capacity

• Chapter 6, Comparison of Alternatives

• Chapter 7, Comments and Coordination

• References, Acronyms, Glossary of Terms, and List of Preparers

Volume 2 Appendix A - Track Schematics, (On CD-ROM at the back of Volume 1)

Track schematic (11”x17”) plans of the Base Alternative and four Build Alternatives 

Volume 3 Appendices B through H, (On CD-ROM at the back of Volume 1)

• Appendix B Ridership and Revenue Forecasting

• Appendix C Alternatives Development and Screening Report

• Appendix D Rail Network Operations Simulation

• Appendix E Committed Highway, Bus, and Airport Improvement Projects

• Appendix F Capital, Operating, and Maintenance Costs Estimating Methodology

• Appendix G Existing Conditions Supporting Documentation

• Appendix H Draft Programmatic Agreement

Volume 4 Appendices I through J, (On CD-ROM at the back of Volume 1)

• Appendix I Agency Correspondence

o Cooperating Agencies Correspondence

o Participating Agencies Correspondence

o Section 106 Correspondence

o Agency Notification Correspondence 

• Appendix J CSXT and NYSDOT Agreements

High Speed Rail Empire Corridor Program

New York State Department of Transportation 
Appendix A – Table of Contents Tier 1 Draft EIS 

Table of Contents

Track Schematics for Base Alternative

Track Schematics for Alternative 90A

Track Schematics for Alternative 90B

Track Schematics for Alternative 110

Track Schematics for Alternative 125

High Speed Rail Empire Corridor Program

New York State Department of Transportation 
Appendix A – Table of Contents Tier 1 Draft EIS

Track Schematics for Base Alternative

High Speed Rail Empire Corridor Program

New York State Department of Transportation
This page intentionally left blank.
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DATE: MAY, 2012 

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SHEET NO. 7 

DATE: MAY, 2012 

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SHEET NO. 8 

DATE: MAY, 2012 
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~~ Ll.\~ ~o~~~":(!l18)~a·-·~·"""' 

BASE ALTERNATIVE (NO-ACTION) 

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SHEET NO. 9 

DATE: MAY, 2012 

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SHEET NO. 10 

DATE: MAY, 2012 

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~~ l.\~ ~o~~~":(!l18)~a·-·~·"""' 

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SHEET NO. 11 

DATE: MAY, 2012 

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~~ Ll.\~ ~o~~~":(!l18)~a·-·~·"""' 

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.... EMPIRE CORRIDM, TIER 1 EIS XXXXXXXXX 

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~~ l.\~ ~o~~~":(!l18)~a·-·~·"""' 

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SHEET NO. 13 

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~~ Ll.\~ ~o~~~":(!l18)~a·-·~·"""' 

BASE ALTERNATIVE (NO-ACTION) 

TRACK SCHEMA TICS 

DRAWING NO. NB-14 

SHEET NO. 14 

DATE: MAY, 2012 

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SHEET NO. 15 

DATE: MAY, 2012 
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XX MPH PROPOSED PASSENGER SPEED 

XX MPH EXISTING PASSENGER SPEED DRAWING NO. NB-16 

------ NEW TRACK (J ROCK CUT XX MPH EXISTING/PROPOSED FREIGHT SPEED ~~ l.\~ BASE ALTERNATIVE (NO-ACTION) 

TRACK SCHEMA TICS 

SHEET NO. 16 

IIIWr~,.,.cm.,POb521!11·Ait.r.,.,IIIY12205-021!10 

~o~~~":(!l18)~a·-·~·"""' 

DATE: MAY, 2012 
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IIIWr~,.,.cm.,POb521!11·Ait.r.,.,IIIY12205-021!10 

~~ Ll.\~ ~o~~~":(!l18)~a·-·~·"""' 

BASE ALTERNATIVE (NO-ACTION) 

TRACK SCHEMA TICS 

DRAWING NO. NB-17 

SHEET NO. 17 

DATE: MAY, 2012 
This page intentionally left blank.
Appendix A – Table of Contents Tier 1 Draft EIS

Track Schematics for Alternative 90A

High Speed Rail Empire Corridor Program

New York State Department of Transportation
This page intentionally left blank.
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~~ Ll.\~ ~o~~~":(!l18)~a·-·~·"""' 

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ALTERNATIVE 90A 

ENGINEERED TRACK SCHEMA TICS 

DRAWING NO. 90A-4 

SHEET NO. 4 

DATE: MAY, 2012 
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~~ Ll.\~ ~o~~~":(!l18)~a·-·~·"""' 

ALTERNATIVE 90A 

ENGINEERED TRACK SCHEMA TICS 

DRAWING NO. 90A-5 

SHEET NO. 5 

DATE: MAY, 2012 

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~~ Ll.\~ ~o~~~":(!l18)~a·-·~·"""' 

ALTERNATIVE 90A 

ENGINEERED TRACK SCHEMA TICS 

DRAWING NO. 90A-6 

SHEET NO. 6 

DATE: MAY, 2012 

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DRAWING NO. 90A-7 

SHEET NO. 7 

DATE: MAY, 2012 
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SHEET NO. 8 

DATE: MAY, 2012 

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ENGINEERED TRACK SCHEMA TICS 

DRAWING NO. 90A-9 

SHEET NO. 9 

DATE: MAY, 2012 

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ENGINEERED TRACK SCHEMA TICS 

DRAWING NO. 90A-1 0 

SHEET NO. 10 

DATE: MAY, 2012 

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~~ Ll.\~ ~o~~~":(!l18)~a·-·~·"""' 

ALTERNATIVE 90A 

ENGINEERED TRACK SCHEMA TICS 

DRAWING NO. 90A-13 

SHEET NO. 13 

DATE: MAY, 2012 

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~~ Ll.\~ ~o~~~":(!l18)~a·-·~·"""' 

ALTERNATIVE 90A 

ENGINEERED TRACK SCHEMA TICS 

DRAWING NO. 90A-14 

SHEET NO. 14 

DATE: MAY, 2012 

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~~ l.\~ ~o~~~":(!l18)~a·-·~·"""' 

ALTERNATIVE 90A 

ENGINEERED TRACK SCHEMA TICS 

DRAWING NO. 90A-15 

SHEET NO. 15 

DATE: MAY, 2012 
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~~ Ll.\~ ~o~~~":(!l18)~a·-·~·"""' 

ALTERNATIVE 90A 

ENGINEERED TRACK SCHEMA TICS 

DRAWING NO. 90A-16 

SHEET NO. 16 

DATE: MAY, 2012 

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60 ~ 190 MPH ::;. 

60 MPH E 

140 NPHl 

90 MPH I 40 MPH E ::;. 

I ... 40MPH 

1>--- lf---

16: 

~ 

140 IIPHl 

f--- 125 13 

o:: \_j lo:: 1,_ 

w \1 ~ 

~ I ~ 

o:: ;\ ~ ~ 

-L_\_ ~ ~ \ w 125 

\_- 1>---

-I 

< 

0 

0""1 

~ I I -a... 

~~~--~~-------------------------------~~ -------------------------7L----~------------ ~ 

TRACK ALIGNMENTS 

SHIFTED 

-----------------------------------------L __________________________ L ____________ \====~ ~ 

45 ~ 190MPH > I CP 25 I 

I ;. 60 MPH I 140 MPH) 

I 

1-. --....;;.-.445 IIPH 45 MPH E 

140 MPH) 140 IIPHl 

CP28 I 

NIAGARA FALLS EW-18 

STATION NIAGARA FALLS MAINTENANCE 

EW13 I FACILITY I YARD IMPROVEMENTS 

NIAGARA FALLS STATION I ::::-~~I ____ MP 27·

01 

NEW INTERMODAL I I-:::_-::::._ ":J \ TRANSPORTATION CENTER I ~ _ ~-------- -\ 

IMP 28.21 I L - -I \ !NO-BUILD PROJECTI I /~------ - E]s.:j2

-----------\ 

::I: 

(..) 

1-

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~ 

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L1.J 

::I: 

V') 

l / NIAGARA FALLS TRACK IMPROVMENTS \\ 

• '\ ,/ IMP 28.0 - MP 25.01 \ \ ...,r 

_1_o ~~~1nl ___ ~~-:7 ____ \___\~ _____ I L ~ __________ 7 _ =/= ~ f = = = = = = = ~ ,--,{\/ /_/ /_/ 

\_ \JJ\L--- -~---- _/ _'\/ 

\ I \ \----__) ,----t \ 

\ \_ - - - - J I - - - _/ 

..__ _____ _} 

L1.J 

~ _J 

::I: 

(..) 

1-

< 

~ 

- EXISTING STATION PLATFORM 

- PROPOSED STATION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

XX MPH PROPOSED PASSENGER SPEED 

XX MPH EXISTING PASSENGER SPEED 

.... 

~ NT B 1---NY-SD-OT-HI-GH--S-PE-ED-INT_E_RC_ITY_P_ASS_E_NGE-R EIIPIRE CORRIDM, TIER 1 EIS -RA-IL--1-C....:O..:.:NT..:.:R:::AC::.:T::..:N.:.:U:..::IIB:.:.E_R.L..::=~ XXXXXXXXX 

(J ROCK CUT XX MPH EXISTING/PROPOSED FREIGHT SPEED IIIWr~,.,.cm.,POb521!11·Ait.r.,.,IIIY12205-021!10 

~~ Ll.\~ ~o~~~":(!l18)~a·-·~·"""' 

ALTERNATIVE 90A 

ENGINEERED TRACK SCHEMA TICS 

DRAWING NO. 90A-17 

SHEET NO. 17 

DATE: MAY, 2012 
This page intentionally left blank.
Appendix A – Table of Contents Tier 1 Draft EIS

Track Schematics for Alternative 90B

High Speed Rail Empire Corridor Program

New York State Department of Transportation
This page intentionally left blank.
1;] 

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LUDLOW 

I CP 13 1 I CP 12 

75 MPH : 

75 MPH 

50 MPH E: >50 MPH 

RIVERDALE 

SRP-1 

AMTRAK WESTSIDE CONNECTION 

SPUYTEN DUYVIL SECOND TRACK 

IMP 13.0 - 9.01 

: 30 MPH ' 50 MPH 60 MPH 

50 MPH 30 MPH 60 MPH 

50 MPH 50 MPH 

TRACK 1 !EXISTING ALIGNMENT! r-~~ ---------------------------------------------------------------------------------

TRACK 2 !EXISTING ALIGNMENT! 

I() 

,.._ 

"' "' z ci 

I() I() ~ ,.._ ,.._ ~ 

"' "' I() 

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ci ci z z "' ci z 

ALL NEW FROG ANGLES liJ2. 75 

AT THIS LOCATION UNLESS 

OTHERWISE SHOWN 

lcP 

-------------------------------------------------------------------------------T-

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"'"' ":"l "' ... N"l "'m "'m ci~ ci~ z::::;; z::::;; 

2sl I CP 24 1 

70 MPH : 

I 

: 75 MPH 

70 MPH 75 MPH ~~ ~:: ...,E------t----=c.::.-+ -7 -3 : 50 MPH .. EE---+------:~ > 50 MPH 50 MPH E I :;;. 50 MPH 

PHILIPSE MANOR 

TARRYTOWN SRP-2 

METRO NORTH 

TARRYTOWN POCKET TRACK/ 

INTERLOCKING 

IMP 25.2 - 23.81 

IRVINGTON ARDSLEY DOBBS FERRY HASTINGS GREYSTONE GLENWOOD YONKERS LUDLOW 

N YARD ~ ~ ~ c:b I ,- -1 ~ ' ~ ~ ~ 

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• • ,_j_fl_ __ \ • ci -I ci ~ • • • • • • --I • 2= 

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ALL NEW FROG ANGLES #20 

AT THIS LOCATION UNLESS 

OTHERWISE SHOWN 

SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION 

EXISTING TRACK 

)( )( )( )( 

LEGEND: 

NEW PASSENGER TRACK ON - - - - ' UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

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:::::;; 

~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL CONTRACT NUMBER 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------ OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e

' ...... ~···~·· : lrl ~-----E_M_P_IR_E __ co_R_R_Io_o_R_._T_IE_R_1 __ E_Is ______ +-_X_X_X_X_X_X_X_X_X_L_-~-~-~ "...... .. ALTERNATIVE 90B DRAWING NO. 908-1 

SHEET NO. 1 

ENGINEERED TRACK SCHEMATICS DATE: APRIL, 2012 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 
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60 MPH 

60 H 1 45 MPH I 

60 MPH 

I 

45 MPH 60 MPH 

50 MPH < :;.. 50 

PEEKSKILL 

50 MPH E ;;. 50 

BRECKNECK RIDGE 

FLAG STOP 

I CP 

: 80 MPH 

80 MPH : 

MPH 

90 MPH <E 

90 MPH oE 

MPH 

(/) 

0.. 

SRP-3 10 

METRO-NORTH ~ NEW THIRD TRACK "' • IMP 53J.-J-53.01 a 

: 

CORTLANDT 

:;;.. 80 

:;;.. 80 

COLD SPRING 

60 MPH 

60 MPH 

MPH 

MPH : 

: 

60 

60 

: 

MPH 

MPH 

80 MPH 

80 MPH 

: 

GARRISON 

80 

80 

: 

MPH 

MPH 

60 MPH I : 40 MPH : 150 MPHI 

60 MPH. __ 40 MPH-- .50 MPH. 

ES-12 

CROTON-HARMON 

ES-12 

METRO NORTH 

NEW SI GNAL SYSTEM 

IMP 75.8 - 32 .81 

lcP ~ sl 

METRO NORTH 

NEW SIGNAL SYSTEM 

IMP 75.8 - 32.81 

: ~~ ~:: .... o=------t--3~ ~~ ~:: 50 MPH """<E-----t---:::;..,._ 50 MPH 

OSSINING SCARBOROUGH 

60 MPH 

1~4 80 MPH : : 60 MPH 

60 MPH 80 MPH 60 MPH 

50 MPH E I ;;. 50 MPH 

MANITOU 

60 MPH 

60 ~ 

~ 

MPH 

1-

w 

w 

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~ w = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = _/:_ =\= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = ~ ~ = = = = = = = = = = = = = = = E 1 ]@[TIN[ ff = = = = = = = = = = = = = = = = = = = = = = = = = ~ z 

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- EXISTING STATION 

- PROPOSED STATION 

EXISTING TRACK 

)( )( )( )( 

LEGEND: 

NEW PASSENGER TRACK ON - - - - ' UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

w 

z 

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<t 

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~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL CONTRACT NUMBER 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

-------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED a

' .... _. ~···~·· : lrl ~-----E_M_P_IR_E __ co_R_R_Io_o_R_._T_IE_R_1 __ E_Is ______ +-_X_X_X_X_X_X_X_X_X_L_-~-~-~ "...... .. ALTERNATIVE 90B DRAWING NO. 908-2 SHEET NO. 2 

ENGINEERED TRACK SCHEMATICS DATE: APRIL, 2012 NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 
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50 MPH < > 50 MPH 

90 MPH : 

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80 

90 80 MPH 

NEW HAMBURG 

I : 90 MPH 

90 MPH 

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90 

MPH E:: """ 80 MPH 

MPH< > 80 MPH 

ES-12 

METRO NORTH 

NEW SIGNAL SYSTEM 

(MP 75.8 - 32.8) 

SRP-3 

METRO-NORTH 

NEW THIRD TRACK 

(MP 63.0-53.0) 

: : 

90 MPH 

~---+--~-~ 90 MPH 

50 MPH .. oe::;E----+----,::;..;... 50 MPH 

BEACON 

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a. 

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95 MPH : : oe::: :;:;. 50 MPH 

ALL NEW FROG ANGLES ll32. 75 

AT THIS LOCATION UNLESS 

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90 MPH 

90 MPH 

80 MPH 

: II : 

80 MPH 

ES-03 

HUDSON SUBDIVISION 

SIGNAL RELIABILITY 

(MP 140.0 - 75.8) 

90 MPH 

90 MPH : 

ES-12 

METRO NORTH 

NEW SIGNAL SYSTEM 

(MP 75,8 - 32,8) 

(NO-BUILD PROJECT) VJ Vl 

a. 

Vl 

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ES-01 o 

ES-05 HUDSON SUBDIVISION "' 

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HUDSON LINE RELIABILITY IMPROVEMENTS GRADE CROSSING IMPROVEMENTS ci 

(/) 

a. 

9 

ci 

z 

70 MPH 

70 MPH 

50 

1 c p 11 

$ 90MPH 

90 MPH 

MPH 50 MPH 

POUGHKEEPSIE 

ES-13 

METRO-NORTH 

POUGHKEEPSIE YARD/STORAGE 

Vl Vl FACILITY TRACK/SIGNALS a. a. (MP 75 .8-7L0) Vl 

a. 0 0 

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SYMBOLS: LEGEND: 

VJ ' 

ci a. 

z 0 

N 

ci 

z 

a. a. 

U1 U1 

" " "' "' .., .., ci ci z z 

ALL NEW FROG ANGLES ll20 

AT THIS LOCATION UNLESS 

OTHERWISE SHOWN 

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- PROPOSED STATION )( )( )( )( 

NEW PASSENGER TRACK ON - - - - ' UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL CONTRACT NUMBER 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

-------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED 

·~· ...... ~·· ~·· : lrl ~-----E_M_P_IR_E __ co_R_R_Io_o_R_._T_IE_R_1 __ E_Is ______ +-_X_X_X_X_X_X_X_X_X_L_-~-~-~ " .· ALTERNATIVE 90B DRAWING NO. 908-3 

SHEET NO. 3 

ENGINEERED TRACK SCHEMATICS DATE: APRIL, 2012 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 
1;] 

0 

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50 MPH E "" 

I CP 9~1 

90 

90 

50 MPH 

90 

90 

80 MPH MPH : : 90 MPH 

80 MPH MPH 90 MPH 

I CP 891 

MPH : : 80 MPH 

MPH 80 MPH 

RHINECLIFF 

SRP-11 

RHINECLIFF STATION IMPROVMENTS 

(MP 89.21 

: 

• ' 

I : 95 MPH 

95 MPH 

ES-03 

HUDSON SUBDIVI SION 

SIGNAL RELIABILITY 

(MP 140,0 - 75,81 

(NO-BUILD PROJECT! 

ES-01 

50 

80 

80 ~---+t--------3~ 95 MPH 

~----~~----~ 95 MPH 

MPH 50 MPH 

,.,., 

V1 RHINECLIFF HUDSON SUBDIVI SION 

I 

CD 

0 

CTl 

:::r:: TIVOLI TEAM GRADE CROSSING IMPROVEMENTS I- (MP 140,0 - 75,81 ~ 

• SIDING TRACK 1 (EXISTING ALIGNMENT! I (NO-BU I LD PROJECT! ex:> 

~ ~ ======================================~=J================== _ _j ~~KI~~0ffi[~@~~TI =======J~=====~=========================================== ~ w 

w o0 BARRYTOWN :z: ,... :z: ....; TEAM 

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50 MPH ...,EE------1-----::;..~ 50 MPH 

80 

90 MPH:: II > 90 MPH 

90 MPH...,<E------1-· +· -----::>~ 90 MPH 

80 

ES-04 

HUDSON LINE RELIABILITY I MPROVEMENTS 

ROCK SLOPE STABILIZATION 

(MP 107.5, MP 107.0 , MP 105,0, MP 105,8, MP 105,311 

90 

90 

1031 99 1 

MPH : : 90 MPH 

MPH 90 MPH 

50 MPH E 

I:~ I 

> 50 MPH 

ES-03 

HUDSON SUBDIVISION 

SIGNAL RELIABI LITY 

(MP 140.0 - 75.81 

(NO-BUILD PROJECT! ES-05 

HUDSON LINE 

ES-01 RELIABILITY IMPROVEMENTS 

HUDSON SUBDIVISION NEW CONTROL POINTS 

GRADE CROSSING IMPROVEMENTS (CP 991 

:::r:: 

(_) 

1-

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::::;: 

1-

w 

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0 0 0 0 0 (MP 140.0 - 75.81 

,.;; (NO-BUILD PROJECT I ~~ TIVOLI 2: ::::: ' TRACK 1 (EXISTING ALIGNMENT I I SIDING • 

:z: 

w -========================================== 1~~JJ~~~~]Q@~0c ==========================~=========================================~ ~z=== ~ ....J 

:::r:: 

(_) 

1-

<t 

::::;: 

SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION 

LEGEND: 

EXISTING TRACK 

)( )( )( )( 

NEW PASSENGER TRACK ON - - - - ' UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

en en a.. a. a. ::::;: 

o{) o{) ,... ,... w 

"' "' :z: 

"' "' 

0 ....J 

0 

z z :::r:: 

(_) 

I-

<t 

::::;: 

~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL CONTRACT NUMBER 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------------ OTHER RAILROAD 

EXISTING ACCESS ROAD 

-------- • NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED a

' .... _. ~··· ··: lrl ~-----E_M_P_IR_E __ co_R_R_Io_o_R_._T_IE_R_1 __ E_Is ______ +-_X_X_X_X_X_X_X_X_X_L_-~-~-~ "...... .. ALTERNATIVE 90B DRAWING NO. 90B-4 

SHEET NO. 4 

ENGINEERED TRACK SCHEMATICS DATE: APRIL, 2012 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 
1;] 

0 

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lcP 1251 110MPH 110 MPH * 

50 MPH 

85 

85 

50 

MPH 85 MPH : MPH 85 MPH 

MPH 50 MPH :::;. 

CP 1151 I CP ~~~I 

1;:1 : 90 MPH 50 MPH 90 MPH 

: 90 MPH : 90 MPH 

90 MPH 50 MPH 90 MPH 90 MPH 90 MPH 

50 MPH 30 MPH 50 MPH 50 MPH 

ES- 04 HUDSOENS-J~ATION ~ 1 ~ HUDSON LINE RELIABILITY IMPROVEMENTS TRACK GEOMETRY IMPROVEMENTS o: ._:I I I :z: '"f 

ROCK SLOPE STABILIZATION (MP 115 .

0 _113.5 ) ~~I 1 

1--I o CD 

(MP 119.5) Vl Vl S ~ I I ~ o V1 a_ a_ u I I I ' I 1- - -1 =:J o-> 

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110 MPH 

110 MPH 

50 MPH 

ES-01 

HUDSON SUBDIVISION 

GRADE CROSSING IMPROVEMENTS 

(MP 140.0 - 75.8) 

(NO-BUILD PROJECT) 

ES-03 

HUDSON SUBDIVISION 

SIGNAL RELIABILITY 

(MP 140.0 - 75.8) 

(NO-BUILD PROJECT) ES-05 

HUDSON LINE RELIABILITY IMPROVEMENTS 

NEW CONTROL POINTS 

(CP 136) 

0 

z 0 z z 

ALL NEW FROG ANGLES #20 

AT THIS LOCATION UNLESS 

OTHERWISE SHOWN 

110 MPH * ltri'J MPH 

110 MPH ltr21 MPH 

50 MPH 50 MPH 

ES-04 

HUDSON LINE RELIABILITY IMPROVEMENTS 

ROCK SLOPE STABILIZATION 

(MP 130.0, MP 129.l,MP 128.9, MP 128.1) 

0 0 0 0 

TRACK 1 (EXISTING ALIGNMENT) 

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a_ 

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a_ = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = }[A[K ([X~fl@ ]\Q@[E~T[ = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 0.... ~ :::::;;! 

:z: ~ ~ 

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SYMBOLS: 

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- PROPOSED STATION 

LEGEND: 

EXISTING TRACK 

)( )( )( )( 

NEW PASSENGER TRACK ON - - - - ' UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

w 

:z: 

_J 

:::r:: 

u 

I-

<( 

:::::;;! 

~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL CONTRACT NUMBER 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------ OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED 

-~_ ... _- ~···~·· : lrl ~---E_M_P_IR_E_co_R_R_Io_o_R_._T_IE_R_1_E_Is ___ +-_X_X_X_X_X_X_X_X_X_L_-~-~-~ " .. ALTERNATIVE 90B DRAWING NO. 908-5 

SHEET NO. 5 

ENGINEERED TRACK SCHEMATICS DATE: APRIL, 2012 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 
w 

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110 

110 

50 

MPH $ 110 MPH 

MPH 110 MPH 

MPH 50 MPH 

HUDSON SUBDIVISION 

SECOND MAIN TRACK 

( M P 1 61 - 1 45) 

(NO-BUILD PROJECT) 

COLONIE 

RELIABILITY 

I CP 149 1 

110MPH* 

110 MPH 

50 MPH 

LIVINGSTON AVENUE BRIDGE 

REPLACEMENT PROJECT 

(MP 143.2 - 143) 

90 MPH 80 MPH 

90 

50 

(LAB) 

MPH 80 MPH 

MPH 50 MPH 

RENSSELAER STATION (PHASE II) 

FOURTH TRACK CAPACITY 

(MP 143 - 141! 

(NO-BUILD PROJECT) 

WEST ALBANY 

:=$: 

(PROSPECT) YARD 

I CP 15 91 

40 

40 

25 

~ 

~ 

75 MPH MPH ~ 40 MPH 40 MPH 40 MPH 

MPH 75 MPH 25 MPH 20 MPH 15 MPH 

MPH 25 MPH 20 MPH 15 MPH 15 MPH 

ALBANY-RENSSELAER 

ALBANY-RENSSELAER 

L 

110 MPH 

110 MPH 

50 MPH 

L{1 

I 

CD 

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--+--~>~100 MPH 

100 MPH 

100 MPH : : 90 MPH 

100 MPH <E-E----l---:-~ 90 MPH 

100 MPH * O MPH 

1 00 MPH 70 MPH 

100 MPH 

100 MPH 

50 MPH 

50 MPH 

45 60 MPH : : 100MPH * 110 MPH 

30 60 MPH 100 MPH 110 MPH 

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50 MPH 50 MPH 30 MPH 30 MPH 50 MPH 

MOHAWK SUBDIVISION MOHAWK SUBDIVISION SCHENECTADY STATION RENOVATION/ _j 

NEW MAIN TRACK NEW MAIN TRACK STATION IMPROVEMENTS C) 

(MP 175- 169) (MP 169- 161) (MP 159.8) 2 

.....,(/) (NO-BUILD PROJECT) ..... ~ -;::.S1 c: -;:: c: ..... u ·-.o & ·- c: ·- 0 ·-VJ ~ & ~ CURVE CAN ONLY SUPPORT &..... D" & Cl) b 

"l: c: MAXIMUM SPEED OF 80 MPH V) )': Cl) <t: ~ 

(f) ~ ~ ~~ TRACK ALIGNMENT ~-;::: f-- (f)'<t ~ ~ g ~ a_ !..l 0 (.)....., CONSTRAINED BY ROW !..l 0 Ul a.--; !..l C: Z f:= (f) 

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I 11_ __ ,_ STRR 2 RUNNER ----7---....-- I _J 

No. 2 SELKIRK BRANCH 1 1 \ 1 2 

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WEST- J 

SHORE IT 

I CP-RJ CP-FG CP-SH 

SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION )( )( )( )( 

LEGEND: 

EXISTING TRACK NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD .... EMPIRE CORRIDOR, TIER 1 EIS 

CONTRACT NUMBER 

xxxxxxxxx 

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(_) 

f-

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::::;: 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 90B 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 908-6 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 6 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: APRIL, 2012 
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NOTES: 

I CP 1751 I cP ml I CP 170 I I CP 15 91 

90 MPH E: IE:75 MP~I~P M~ 90 MPH ""E:E---+1-=8

-=

5

--il--?:;;.• 90 MPH 90 MPH E: 

---+--::;;.~ 50 MPH E: I : 70 

50 MPH E: · - 50 

:;;. 90 MPH 

MPH 

MPH 

70 

50 

MPH 

: I 

: 100 MPH 

MPH 50 MPH 

.s; 1... &Cl 

(/)~ t- (/) 0 

~.t:: 

u~ 

V1 1 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 75 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 65 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

AMSTERDAM STATION 

IMPROVEMENTS 

(MP 177.6) 

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PROPERTY ACQUISITION AND BUILDING TAKINGS 

REQUIRED TO ACHIEVE INCREASED SPEED 

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............................. 0000 1 

UJD UJD 

a.~ a.o oc:i oc:i 

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90 MPH ""E:E----~--~:::;.•90 MPH 

AMSTERDAM STATION 

70 MPH ~50 MPH~ 

50 MPH ~50 MPH~ 

PROPERTY ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

75 MPH 

50 MPH 

RIGHT HAND 

CROSSOVERS OPTIONAL 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

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I CP 1881 I CP 1841 

90 

50 

~ 

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MPH E: 

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:::::::::: 0 :

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:;;. 90 MPH 

75 MPH E: 

:;;. 50 MPH 

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: : = = = = = = ~~:~t~ =~~:~~~~~ ~~~~~~~~~~ = = = = = = = = = = = = = = = =-= -c = = = = = = = = = = = = = = = = = = = = = = = = = =

5

= = = = = = = = = = = = = = -::=~= = = = = j = = =-= = = = = = = = = = = = = =-t = = = = = = = t = 

I 11 I I :::r:: 

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BIG NOSE CURVE 

SYMBOLS: 

- EXISTING STATION EXISTING TRACK 

LEGEND: 

TO ACHIEVE 

SPEED OF 90 MPH 

EXISTING GRADE CROSSINGS 

REQUIRE 3'14 Ea 

L--- I 

f- ---

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NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK CONTRACT NUMBER 

- PROPOSED STATION )( )( )( )( POTENTIAL ACCESS ROAD .... EMPIRE CORRIDOR, TIER 1 EIS xxxxxxxxx 1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 90B 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 908-7 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 7 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: APRIL, 2012 
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:::::;: 

70 MPH 

90 MPH ..,.<E-----llf-----?>~ 90 MPH 

<I ::;. 75 MPH 

50 MPH .,.<E-----ll--?>,.. 50 MPH 

PROPERTY ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

Q.)::::: 

UCI.l 

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I 

I 

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I 

I CP 2071 

Q.)E 

uo 

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I 

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75 MPH..,.<E-------l--?>,..70 MPH 

0 

0 

0 

~ _j 

_j 

w 

}f_ -------- .. 15' 

Cl.lc: 

~-~ ..q:-.J 

I 

I 

PROPERTY ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

/"",_ 

(/) 

a_ 

I()~ ...... •I') 

No I')N 

cia. 

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I CP 2031 

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TRACK 4 (NEW ALIGNMENT) 

I CP 1981 

70 MPH ..,.<E-------1--?>~ :~ ~:: ~~ 50 MPH 50 

CURVE REALIGNMENT TO 

0 ACHIEVE SPEED 90 MPH 

wz 

04: TRACK ALIGNMENT I _j 

00.. CONSTRAINED BY ROW 

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MPH 

MPH 

MPH 

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CD 

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=2 ~= '\ _ _L TRACK 3 (NEW ALIGNMENT) '-'A_ 15' --------- --------- ----------, ----- ·/ -----------z ,.',.-·,-----TRACK - 1- (EXISTING- .AiiGNMENT) ------- ------ 1-;.------/-,.... --I- -------------

--------- --------- ----------1 ----- _______________ L ______________________________________ _ L_ _ --------------

V>D I TRACK 2 (EXISTING ALIGNMENT) 

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90 MPH $ 90 MPH 

70 MPH 70 MPH 

50 MPH 50 MPH 

CURVE REALIGNMENT 

TO ACHIEVE SPEED 90 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

CURVE REALIGNMENT 

TO ACHIEVE SPEED 90 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

I 1 (/)1{} I a_ .... a" 

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MAJOR CURVE REALIGNMENT 

TO ACHIEVE SPEED 90 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

MPH 

....... ,. 

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_______ _]~A_c::~ 2 _(Q<i;;TlN_i'; _A11G_N_ME_NI)_ _ 

SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

)( )( )( )( 

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I CP 2181 

CURVE REALIGNMENT TO 

ACHIEVE SPEED 90 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

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:::::;: 

90 MPH E I > 80 MPH ~ 60 MPHI70 MP; I 80 MPH -!If---?> ... 90 MPH 

70 MPH~55 MPH 70 MPH 

PROPERTY ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

(f) 

:r: (/)1{} l') 

Q.N :::J 

0~ ~ NN 0::: 

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rAccess Point 1 Lock St 

I 

CROSSOVER RIGHT HAND [=+====== ("...,._"""'Lil¥l:itf'~ LITILE FALLS CURVE 

OPTIONAL 

4 CURVES CAN ONLY SUPPORT 

MAXIMUM SPEED OF 60 70 80 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

LEGEND: 

EXISTING TRACK 

(f) 

:r: 

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:::J 

0 

0::: 

0::: 

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rn 

NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

CURVE REALIGNMENT 

TO ACHIEVE SPEED 90 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

50 MPH ..,.<E-------1--?>,.. 50 MPH 

'1:J 

PROPERTY ACQUISITION REQUIRED ...., 0::: 

TO ACHIEVE INCREASED SPEED .S'I:J Cl.l L_ ___________ __J &a::~ 

(/)Q.)..q: 

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~------------ ------------------------~--~------ f- 15' 

============= CURVE REALIGNMENT 

TO ACHIEVE SPEED 110 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

.... EMPIRE CORRIDOR, TIER 1 EIS 

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0... 

:::::;: 

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:::::;: 

CONTRACT NUMBER 

xxxxxxxxx 1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 90B 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 908-8 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 8 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: APRIL, 2012 
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I CP 2391 

90 MPH E( I 60 MPH I 80 MPH ~ 90 

79 MPH ~ 60 MPH -oeoe:::;:-ll---?::;o~ 75 MPH 

50 MPH E( I > 50 MPH 

0::: 

0::: 

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2 

UTICA STATION 

IMPROVEMENTS 

(MP 237) 

UlOl 

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15' 

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I CP 2351 

MPH 

MOHAWK SUBDIVISION 

CONGESTION RELIEF 

(MP 235) 

CROSSOVER 

--~======---,---------~~~~~~------J~-- ~~m ,_ ~~ 

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cia. :s: ' STATtO'N cia. cia. cia. z:::;; c(l z:::;; z:::;; z:::;; 

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90 MPH E I > 90 MPH I ~~H 170 MPH H 79 MPH 

50 MPH E( I ::;. 50 MPH 

I CP 2481 

ROME STATION 

IMPROVEMENTS 

(MP 251) 

MOHAWK SUBDIVISION 

CONGESTION RELIEF 

(MP 248) 

C) 

I 

CD 

C) 

rAccess Point 

1 St. James Sf 

I 

rAccess Point I Mill Sf 

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....,1=====!:1==::1::::::::::!:::::::::: e=======3\_ L{) 

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ROM£ 

STATIO'N 

SYMBOLS: 

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0::: 

0::: 

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LEGEND: 

EXISTING TRACK 

NOTES: 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

- PROPOSED STATION 

- WATER OBSTRUCTION 

)( )( )( )( TRACK TO BE REMOVED 

------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

~Access Point I Private X-ing 

From Rt 5 .---------1--

I Access Point 

1 Moss Rd 

---T--

I CP 2251 

90 MPH :=+=: 90 MPH 

75 MPH 70 MPH 

50 MPH 50 MPH 

CURVE REALIGNMENT 

TO ACHIEVE SPEED 90 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

Access Point 

From Rt 5~ 

________ _j _______________ L _____ .IR~Q_K 1_ {_E~I~T!J::JQ. _6LJ_GJ::!~EJ::!l} ___ _1 ~· , ___ _ 

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1 

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70 MPH 90 MPH -EE:~-~--?>•90 MPH 

I CP 2391 

79 MPH -oeoe:::;:..----+1--+1--.;;::;.~ 79 MPH 

50 MPH ... oe:::~-___,1---?::;o• 50 MPH 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

0 

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NEW PASSENGER TRACK ON 

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CONTRACT NUMBER 

POTENTIAL ACCESS ROAD 

--------- NO-BUILD TRACK 

.... EMPIRE CORRIDOR, TIER 1 EIS xxxxxxxxx 

XX MPH PROPOSED PASSENGER SPEED 

~ BRIDGE 

r CULVERT ~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 90B 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 908-9 

SHEET NO. 9 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: APRIL, 2012 
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I CP 2661 I CP 2631 

90 MPH ~EE-----~----?~•90 MPH 

50 MPH ~EE-------1f-------:~~ 50 MPH 

79 MPH~ 75 MPH 179 MPH I 75 MPH 179 MPH 175 MPH ~79 MPH~ 75 MPH ~ 79 MPH 

90 MPH ~ 90 MPH 

79 MPH~70 MPH 

50 MPH E I ~ 50 MPH 

1

79 

MPH 

...., 

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f- (/) 5 w (1)0 w ~0 :::r:: 0 V1 ~<:: V1 1 

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MPH 

MPH 

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I CP 279 I 2781 :=$90MPH 

79 MPH 

50 MPH 

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ELIMINATES CONFLICTS 

WITH FREIGHT TRAINS 

SYMBOLS: 

...., 

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Ol::l 

Cl..Q:: 

~ BRIDGE )( )( )( )( 

- EXISTING STATION 

- PROPOSED STATION NOTES: 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. r CULVERT 

- WATER OBSTRUCTION 

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0 ROCK CUT 

...., 

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LEGEND: 

EXISTING TRACK 

TRACK TO BE REMOVED 

OTHER RAILROAD 

EXISTING ACCESS ROAD 

...., 

.!:; 

0 

a..l::l 

(/)Q:: 

(/)..)( 

~0 

00 

~Q:: 

I 

79 MPH ~EE-------1 

1Access Point I 8/ockmans 

1 Corners Rd ... , ... , 

..... ~l::l ·~<: 8 

a_ ~Q:: 

(/) S:: c: 

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0 

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C::::::::t::~:::::::::::i::::::::~II C::i::TR :: EW:::AL NT ::::::::::=l~ I '' I 

: 

15' --------------~,-------------

_____________ _/ __ ".._ ___________ _ 

I 

I CP 270 I 

___ T£6_C~ J _(1_X_I_S_IIr::!_G_6\-IQ"!_M!i'!._TL ______ ~ 

___ T_B6_C_fS _2_(.E_XlSllbi_G_6l-lgl'l_M_f:ij_T2._ _____ w 

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75 MPH --------,:;~79 MPH 79 MPH E 175 MPH 79 

90MPH * 90 MPH 

MPH 

MPH 

NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

50 MPH 50 

INACTIVE ...., 

·~Vi a_.._, .... (/)::;, 

(1)0 

~0 

0 

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CONTRACT NUMBER 

--------- NO-BUILD TRACK 

.... EMPIRE CORRIDOR, TIER 1 EIS xxxxxxxxx 

XX MPH PROPOSED PASSENGER SPEED 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 90B 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 908-1 0 

SHEET NO. 10 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: APRIL, 2012 
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90 MPH 

79 MPH 

50 MPH 

(f) 

0 

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I CP 2931 

0:: 

0 

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LLVJ 

CRUCBLE I 

POCKET YO I -----------------··:·;. 

0 MPH : 60 MPH 

I CP 291 I 

lf--------,:;::;.~80 MPH 

5 MPH~E--~~-~::;.~60 MPH 

50 MPH 

SYRACUSE STATION ST LAWRENCE 

IMPROVEMENTS SUB 

(MP 291) I 

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I 

I CP 290 I 

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(/)0 

(/)() 

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I 

60 MPH : : 50 MPH -E-::------+-----:;-~ 

SYRACUSE CONGESTION 

RELIEF IMPROVEMENTS 

(MP 291 - 278) 

(NO-BUILD PROJECT) 

Access Point 

Danzig St- 1 

......... ' . 

~~:: ~ 30 MPH 50 

MPH 

MPH 

MPH 

DEWITT YARD 

I CP 2821 

~ \ 15' ;: ~~ :::::: :::. 1 FRALO 

--lfi---""""C7'-'-----;I--I-- ~ -o- - - _I- - - - - - - - - co 

----JH -,L-~~-------f N 

N -------------~~-------- - -- -----,~ ;..-- --~ 

~ ------- ,~-- -r L t ~~------ ---~ , .,-,---- \ w 1- I .__ --.-\ -

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~ o 1- SYRACUSE ~ ' :::r:: 

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90 

79 

50 

~ L5 (f) ~ STATION ""o 0 (f) <>: Ill Ill 1-q w g: a. a. VJw 

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I CP 3071 .PHMPH 

* 90 79 

MPH 50 

lcP 3061 

MPH 

MPH 

MPH 

cia.. c)a... Z:::!i Z:::!i 

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LAccess Point 

N. Midler St 

I CP 300 I 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 80 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

90 

79 

50 

lcP z961 

"PH* 90 MPH 

MPH 79 MPH 

MPH 50 MPH 

0 ~'-

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0:2 "'"' ~ ocr(.) "'-J (J \.... N~ .,.. I 

I T mw ~~ ~::)!! cia. ~51 .&==I ::::: Vl I cia. 

~ CENTRAL NY FEED :r:::;> z:. I 1 I 1 1 z:.-

--------,__, -\. ··,....;..---.- - : ~ +- 1 ~ r-------------~~ ~~~~~ 1N EW IG TI~~--------------------------------+-------------~ '-------~--~ ~~-------------------------------------'~ ;---- 1---------~ L- --__, 1-­ ~ Y -'!'\.. 15' I "' TRACK 3 (NEW ALIGNMENT) L.() 

:z 

: = y_ = = = = = = = = = = = 

I 

= === 

!r 

= = = = = = = === )i = = = = = = = ~- = = = = = = = = = = = = = = = = = = = = = t 

II 

= = = = = = = = = = = :)

!raga· =';= = = = = = I 1 = ~~:~~ ~ ~~~:!~~~~ ~~~~~~~ = = = = = =5= =-::=~ = = = = = 1 

= = = = = = = = = = = = = = ~ ~ ~~ :::r:: NO Ng 

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SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION 

EXISTING TRACK 

)( )( )( )( 

LEGEND: 

cia. 

Z:::!i 

NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD .... EMPIRE CORRIDOR, TIER 1 EIS 

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:::::;: 

CONTRACT NUMBER 

xxxxxxxxx 1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 90B 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 908-11 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 11 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: APRIL, 2012 
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I CP 320 I 

90 MPH ~E~--~~--?~~90 MPH 

79 MPH ~E~-----1140 MPH ~ 79 MPH 

50 MPH ~E~--~~--?~~50 MPH 

:r: 

<( 

z 

1 Access Point : Seneca St 

I TRACK APPEARS 

f- z I l:l'tA~ED SENECA 

~ ~ 1 r " . V>O RIVER :::r:: Ul I ~ rAccess Pomt n_ci BRIDGE V1 • . . . . . . . . I Vandyne oN 

V1 • • • •· · · · · · · · Y- 1 Spoor Rd N,., j I I ::::i. · I 1.. .. .. .. .. .. .. .. .. c;;a. ( 1\ :::r:: --- -- '\ ----------------- •• z:::t f- '\ I •• · ........... . 

I I · ............ : 

I CP 3131 

RETIRE 

90 MPH 

79 MPH 

50 MPH *

90MPH 

79 MPH 

50 MPH 

__ J _____ _ I --, ------

15' I 

=== ============= it~======== "!E6_C~ ~X_!_S_IIt::!_G 6_LI§t'!_M p'!_T2_ ___ tz)..___/ _____ 1/ 

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I CP 3351 

cia. 

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70 MPH 

50 MPH 

cia. 

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I CP 3341 

/ 

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BRIDGE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 40 MPH 

STRUCTURAL AND GEOTECHNICAL 

ANALYSIS REQUIRED 

55 MPH ~ : 70 MPHI 

40 MPH - -

1 

I 

I 

90 MPH 

: ~~ ~:: ..,.EE--+------:;~~ 70 MPH 

n 1 

LINE SWING ON EXISTING FREIGHT 

TRACKS REQUIRED TO ACHIEVE 90 MPH 

WHILE ALSO PROVIDING 70 MPH 

ON FREIGHT TRACKS 

I 

I 

80 MPH E I ~ 90 MPH 

70 MPH ~E~--~~~--?~~79 MPH 

, ~N ~-

1 10..""! 0..": 

ROCHESTER SUBDIVISION 

Ia~ o~ INI"') Nl"') 

I 

c;;a. c;;a. z:::t z:::t 

~~:: ~ 50 MPH 50 RELIABILITY 

~ THIRD MAIN TRACK 

~Vl "tl (M P 334 - 323) .!:; Ill ~ ~ ~~ ~ o~ 

.!:; (1)(1) ~ .!:; CURVE CAN ONLY SUPPORT .!:; Q,E 0 :r: 

MPH 

MPH 

MPH 

Q_ 

::::;: 

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I 

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u 0 ~,., I ~ I') u -- CONSTRAINED BY ROW O..N O..N u .... ..... 

~.3 .g~ I f~-~-;'i .g~ ~~ 6~ DISANTO ~a ~a ~~ 1

1 

If ffi=i·· .. ·~.-- ~2: ! r- -----"·, Jl ! ~g JET GAS --"'\ .g~ .g~ A 1\ ! I IE::tY ~ ~ === ;-~ ;~f-1 ""' 1 

/ :::::::::::::: : ;"- lr::::::jl::: __________ t-..- -------------'T-"':='";; ;-::- 17';";':;-;";"""";:-;- I :-:-;-:-';";' "'"" ) __ _, ,._...... "\ ______ :::::::::::::::-__ -t-- ,-:-------t----\------------+-1 ---------------------"IIE===:3 rrl 

o... r- -------- -..{t ____ _ _ _ _ _ ~- _ -l - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _T_BASfS. _1_ (~X§_!_I~G A_hi_QN~ N_I)_ __ .:\__ _____________ ,_ ""- f- _ _ _ _ _ _ 7 _____ 1~- ______________ r- _ _ _ _ _ _ _ __ L ____ ~ 

~~ -------- / __ ' ';-----,z ~~---_-_-_t ________ CcC,- CCCC,;;CcC,C TB"Ct_;>_(IXlSli~G I\l~~M~t{f) _________________ -~~- __ __ / _ ______ ~ _____________ 1 _____ ~~~~ ~~ ___ : 

:::r:: '\ CURVE CAN ONLY SUPPORT CURVE CAN ONLY SUPPORT N~ u 

f-

<( 

::::;: 

'\ '\ MAXIMUM SPEED OF 80 MPH MAXIMUM SPEED OF 90 MPH cia. 1 

' AIR GAS z:::t 

\ 

\ 

MIDLAND 

ASPHALT 

SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION 

EXISTING TRACK 

)( )( )( )( 

LEGEND: 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

.... EMPIRE CORRIDOR, TIER 1 EIS 

CONTRACT NUMBER 

xxxxxxxxx 

_J 

:::r:: 

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::::;: 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 90B 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 908-12 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 12 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: APRIL, 2012 
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NOTES: 

I CP 3491 I CP 3481 I CP 341 I 

90 MPH E( I :::;. 90 MPH 

65 MPH E( I :::;. 79 MPH 

50 MPH E( I :::;. 50 MPH 

79 MPH ~ 70 MPH~ 75 MPH ~ 70 MPH~ 79 MPH 

90 MPH : : 

79 MPH ""-E------1------;-~ 

- Q} ~ --~-o -~~ ....... -o "oa:: 

a.. - -a:: - ....... c: -~~ -~ -~ Ill~ 

80 MPH E$ MPH ~90 MPH 

70 MPH ... E:E-------11 70 MPH 

50 MPH 50 MPH 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 80 MPH 

~ ~ & ~ &t; ii: &-o ~"5 f- ~ 0 Ill(..) lll&l ;; Ill 0:: ~Qj TRACK ALIGNMENT 

~ ~~ ~.t:: ~ 8 ~ ~ ~ "<(~ UJO CONSTRAINED BY ROW :::r:: ' ut::' ot:n oo_ o=::: I a.~ 

V1 I NORTH CREEK ~~ ~~ I c- ~~ ONTARIO I ~~ !Access Point 

N 

I 

co 

C) 

~ en i I A N __ d ! I~ A ~~ ! I A MIDLAND ~' ~~ i Lyon; Rd / "\ A 

f- ~E:::~~~~~~ [= ~~~~===== --~~==== ::::::: H---~---------- TR EW IG EN ---- [= ~~~~~~ --~~ /~ ~~~~~ :~: :~~~~ ~~:~~~~~~~ ~ 15' ~ _l ________ 1_5~ .,- _ _ _ _ _ _ ________ ~ _______ j _ _ _ _ _ _ _ __________ j I._R_6C_l< U:~S.JI.t::JG_ 6_L_19LJ.~ELJ.Tl _ _ ___ -; __ - t- _____ _ j ____ '1s_'\._ ____ - 1- _ --j1f;lt::::::;lf;:p f?- ___ _ --- ----- ~ 

~ _l ________ J~ _ -':._ _ _ _ _ _ _ _ ___ _ UJ

0 _ V>o _______ ~ _ _ _ _ _ _ _ _ _ _______ ~ l_R_6C_l< (f:~S_liJ:::jG_ 6.L.!HJ.f.i_EUT} _ _ ______________ ~ ____ _ UJ_Il} _ ___ __ 

w 

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I N~ N~ I I I ~~ I 

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CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH SHIFT FREIGHT NO. 1 TRACK 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 85 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

INTO SOUTH BRIDGE BAY TRACK ALIGNMENT 

CONSTRAINED BY ROW 

TRACK ALIGNMENT 

CONSTRAINED BY ROW BR. 339.21 OVER ERIE CANAL 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

iJ) 

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I CP 3621 I CP 361 I I CP 3591 

90 MPH ~oe:::E---~~-~>~90 MPH 

79 MPH """E:E------ll65 MPH ~ 79 MPH 

50 MPH """E:E------!------;:::;.~50 MPH 

oz 

wo 

Of--

II 

c:~ 

·a'- - - a_~ -~:;i CURVE CAN ONLY SUPPORT :S ~ ~-g Ill~ 0..- MAXIMUM SPEED OF 90 MPH & ~ 

Q} 0 ~(..) Q:' ll) c: ~c ~- f-- ~ '- TRACK ALIGNMENT ~ S 

"<(0 "<(0 ~ ~ Ql Ql CONSTRAINED BY ROW cu~ I I 0 0 Ll- Ll 

[Ii ~ I I ~ : :::J 2 ~,g ~<= 

90 MPH ~oe:::E----~~--~>~90 MPH 

79 MPH~ 

50 MPH ~oe:::E------~----~:::;.~50 MPH 

-cu 

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1/)Q} 

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cue: 

L>O 

L>O 

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:::r:: 

ff- ________________ f- ___ ;· -, ______ ?f0_ 15' _ _ _ _ _ _ _ _ _ _ _, __ /- ____________________ ~ _____ I._R_6Q< U:~~I.t::JG_ 6_L_I_G.t::J~E.t::JTl ______ _ 

----------------- -- _/_ll \ --- ~~ ~~ 11 -- -~----rr.J----_-_-_-_-_-_-_ //~ '~-~_by_~I;_9 E_~)r: ---- l_R_6(J< (f:~~I_UG_ 6.L_I_GJ:::j~~::I=N~ -----

~ :: :: // ··:::::::::::::::::::::::::::::::::::: ~~~ ~~ ::::::<·;-------------------------- ~ CORP 

<C WEST SHORE SUB / ::::;: __________________________________ / 

SYMBOLS: 

- EXISTING STATION 

LEGEND: 

EXISTING TRACK NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

l 

15' ---------------------,I -- ~ 

---------------------- -- ~ 

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CONTRACT NUMBER 

POTENTIAL ACCESS ROAD .... EMPIRE CORRIDOR, TIER 1 EIS - PROPOSED STATION )( )( )( )( 

xxxxxxxxx 1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 90B 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 908-13 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 13 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: APRIL, 2012 
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90 MPH ~E~--~----?~~90 MPH 

79 MPH 

90 MPH 

~ 

E 

45 

I 

MPH ~ 

~ 50 MPH 

50 MPH 

~E~--~1--- E · ----,:;~~60 55 MPHHoEE~--

MPH f-· 

--ll 

------; 80 ~ MPH 79 MPH 

~ 

50 MPH ~ 35 MPH ~ 45 MPH 45 MPH .... oe::;~--~f---?-~ 50 MPH 

90 MPH 

..... 

.~ 

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lllc; 

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ROCHESTER SUBDIVISION RELIABILITY 

THIRD MAIN TRACK ..... (MP 382 - 373) .~ 

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5: cia.. cia. 2 I da. z::::t z::::t _j I z::::t 

15' 

15' 

No. 20 PS 

_ ~P ~fh2~ ___ _ 

·~-o (/) 

a. &a:: Ill .... ,...Ill lll.£1 . ..,. N,.._ ~.E 

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1\ I ,· ) .-·· z::::t 

I ~ ROCHESTER 

~ l~~Jj;~t:,.ot~~ PARALLE~ MOVES~~ ~; SOU~~E~Ng 

':;;:--------------------------------_/ -,------ ~!') ----- -o~ -o~ - - - - - - - - - - - - - - - - - ::::!! / oa. Nl") Nl") 

~ 

I 

CD 

0 

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90 MPH 

79 MPH 

50 MPH 

JCT YARD -_/ 

$ 90MPH 

79 MPH 

50 MPH 

r·- J.- z:::o da. da. / / z::::;; z::::;; 

/ / 

( / 

j/ 

ROCHESTER SUBDIVISION 

THIRD MAIN TRACK 

(MP 393 - 382) 

(NO-BUILD PROJECT) 

RELIABILITY 

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PARALLEL MOVES 

~ ______________________ l _____________ lji_ __ _0~ ~ !::!_~ J: Q_ _I)_ ___ + ___________ _ o.... f- ______________________ L _______________ _If3_A~IS_ .l_ _(E}<~T_I_N_§ Abi~Nl:1~NI) __ I ___________ _ 

f- ______________________ ~ _______________ _][A~!$_ 2. _(EJ<L;iTlNi) AWG_N_M~ND _ __________ _ 

z I I _J 

NOTES: 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION 

- WATER OBSTRUCTION 

LEGEND: 

EXISTING TRACK 

)( )( )( )( TRACK TO BE REMOVED 

------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

ROCHESTER STATION 

REDEVELOPMENT 

(MP 371) 

ROCHESTER 

/ 

__/ ROCH£ST£R 

STATION 

..... 

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ROCH£ST£R I Crouch St 

YARD I !r8 

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GRADE SEPARATED 

MAXIMUM SPEED OF 90 MPH 

ELIMINATES CONFLICTS 

WITH FREIGHT TRAINS 

I CP 380 I 

90 MPH $ " 79 MPH 79 

50 MPH 50 

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MPH 

MPH 

MPH 

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ALTERNATIVE 90B 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 908-14 

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XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 90B 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 908-15 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 15 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: APRIL, 2012 
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1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

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".._..., .. ALTERNATIVE 90B DRAWING NO. 908-16 

SHEET NO. 16 

ENGINEERED TRACK SCHEMATICS DATE: APRIL, 2012 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 
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NIAGARA FALLS STATION 

NEW INTERMODAL TRANSPORTATION CENTER 

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0 ROCK CUT 

TRACK TO BE REMOVED 

------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 90B 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 908-17 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 17 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: APRIL, 2012 
This page intentionally left blank.
Appendix A – Table of Contents Tier 1 Draft EIS

Track Schematics for Alternative 110

High Speed Rail Empire Corridor Program

New York State Department of Transportation
This page intentionally left blank.
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TARRYTOWN POCKET TRACK/ 

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SHEET NO. 1 

ENGINEERED TRACK SCHEMATICS DATE: FEBRUARY, 2012 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 
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SHEET NO. 2 

ENGINEERED TRACK SCHEMATICS DATE: FEBRUARY, 2012 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 
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- PROPOSED STATION 

95 MPH : : 

95 MPH~-E---~-~--~ 

EXISTING TRACK 

)( )( )( )( 

.., .., I I 

ci ci L ___ j z z 

ALL NEW FROG ANGLES #32.75 

AT THIS LOCATION UNLESS 

OTHERWISE SHOWN 

90 MPH 

90 MPH 

LEGEND: 

ES-03 

HUDSON SUBDIVISION 

SIGNAL RELIABILITY 

(MP 140.0 - 75.8) 

(NO-BUILD PROJECt) 

90 MPH 

90 MPH : 

ES-12 

METRO NORTH 

NEW SIGNAL SYSTEM 

(MP 75.8 - 32.8) 

(/) \ 

ci a. 

z 0 

N 

ci 

z 

(/) 

a. 

0 

: 70 MPH 

70 MPH 

50 *

90MPH 

90 MPH 

MPH 50 MPH 

POUGHKEEPSIE 

• (/) (/) 

a. a. 

U1 U1 

" " 

ALL NEW FROG ANGLES J,20 "' "' .., .., AT THIS LOCATION UNL S ci ci 

OTHERWISE SHOWN z z 

:::r:: 

u 

I-

<( 

:::::;; 

1-

w 

w 

:::r:: 

V1 

V1 

:::r:: 

Iw 

:z 

_J 

:::r:: 

u 

I-

<( 

:::::;; 

NEW PASSENGER TRACK ON - - - - ' UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL CONTRACT NUMBER 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------ OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED 

·~_ ... _. ~···~·· : lrl ~---E_M_P_IR_E_co_R_R_Io_o_R_._T_IE_R_1_E_Is ___ +-_X_X_X_X_X_X_X_X_X_L_-~-~-~ " .. ALTERNATIVE 11 0 DRAWING NO. 110-3 

SHEET NO. 3 

ENGINEERED TRACK SCHEMATICS DATE: FEBRUARY, 2012 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 
-.... "' 

w 

"' <lO 

z 

w 

_J 

c::: 

1;] 

0 

w 

"' u 

w 

:r: 

u 

>- m 

0 

w 

Q_ 

'3 

w 

[;j 

0 

NOTES: 

1-

w 

w 

:::r:: 

V1 

50 MPH < > 

lcP 941 

90 

90 

50 MPH 

80 MPH 

MPH : : 90 

80 MPH MPH 90 

MPH 90 MPH 

MPH 90 MPH 

891 

E: """ 80 MPH 

< """ 80 MPH 

RHINECLIFF 

SRP-11 

RHINECLIFF STATION IMPROVMENTS 

(MP 89.2) 

: 

• ' 

I : 95 MPH 

95 MPH 

ES-03 

HUDSON SUBDIVISION 

SIGNAL RELIABILITY 

(MP 140.0 - 75.81 

(NO-BUILD PROJECt) 

ES-01 

80 MPH 

: 8

41 

50 MPH < I 

: :~ >50 

MPH 

MPH 

MPH 

,.,.., 

I 

0 

V1 RHINECLIFF HUDSON SUBDIVISION 

:::r:: TIVOLI TEAM GRADE CROSSING IMPROVEMENTS I- ~ (MP 140.0 - 75.81 ~ 

• SIDING TRACK 1 (EXISTING ALIGNMENT) I (NO-BUILD PROJECt) ex:> 

======================================~=J================== ~~[I~~@®}~E~@[ =======J~=====~=========================================== ~ ~ a. _ _j w 

:z: 

w 

:z: 

_J 

:::r:: 

u 

I-

<( 

:::;: 

U""l 

I 

0 

o{) 

,... 

"' 0 

z 

90 

90 

50 MPH < > 50 MPH 

BARRYTOWN 

TEAM 

t H 

II 

MPH : : 90 MPH 

MPH 90 MPH 

80 

ES-04 

HUDSON LINE RELIABILITY IMPROVEMENTS 

ROCK SLOPE STABILIZATION 

(MP 1 07.5, MP 1 07.0, 

MP 1 06.0, MP 1 05.8, MP 1 05.3)) 

1031 80 MPH 

90 MPII : 

90 MPH l ao I 

: 90 MPH 

90 MPH 

50 MPH < > 

ES-03 

HUDSON SUBDIVISION 

SIGNAL RELIABILITY 

(MP 140.0 - 75.81 

(NO-BUILD PROJECt) 

ES-01 

50 MPH 

HUDSON SUBDIVISION 

GRADE CROSSING IMPROVEMENTS 

ES-05 

HUDSON LINE 

RELIABILITY IMPROVEMENTS 

NEW CONTROL POINTS 

(CP 99) 

_J 

:::r:: 

u 

I-

<( 

:::;: 

1-

w 

w 

:::r:: 

V1 

V1 

0 0 0 0 0 (MP 140.0- 75.8) 

,.;; (NO-BUILD PROJECT) ~~ TIVOLI 2: ::::: ' TRACK 1 (EXISTING ALIGNMENT) I SIDING • 

~ _ = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = ] J JES ~( Abi[ NHEETl = = = = = = = = = = = = = = = = = = = =======I~=========================================~ ~z= = = ~ w 

:z: 

_J 

:::r:: 

u 

I-

<( 

:::;: 

SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION 

LEGEND: 

EXISTING TRACK 

)( )( )( )( 

NEW PASSENGER TRACK ON - - - - ' UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

en en o.... a. a. :::;: 

o{) o{) ,... ,... w 

"' "' :z: 

"' "' 

0 _J 

0 

z z :::r:: 

u 

I-

<( 

:::;: 

~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL CONTRACT NUMBER 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------ OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED a

' ...... ~···~·· : lrl ~---E_M_P_IR_E_co_R_R_Io_o_R_._T_IE_R_1_E_Is ___ +-_X_X_X_X_X_X_X_X_X_L_-~-~-~ "...... .. ALTERNATIVE 11 0 DRAWING NO. 110-4 

SHEET NO. 4 

ENGINEERED TRACK SCHEMATICS DATE: FEBRUARY, 2012 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 
1;] 

0 

w 

"' u 

w 

:r: 

u 

>- m 

0 

w 

Q_ 

'3 

w 

[;j 

0 

NOTES: 

1251 75 MPH 11 sl lcP 1141 

110MPH ~ 85 MPH 85 MPH 90 MPH : H : 90 MPH 90 MPH 50 MPH 90 MPH - - 110 MPH 85 MPH 85 MPH 90 MPH 90 MPH 90 MPH 50 MPH 90 MPH 

30 MPH 50 MPH 50 MPH 50 MPH 50 MPH 50 MPH 50 MPH 

0 

~ ES-04 ES-14 ~ ~ 

w HUDSON LINE RELIABILITY IMPROVEMENTS HUDSON STATION ~ 1 

11 >-

i7i ROCK SLOPE STABILIZATION TRACK GEOMETRY IMPROVEMENTS ~ "=': 1- _ 1 :z 

V1 (MP 119.5) (MP 115.0-113.5) (f) (f) 5 ~I 1 1 ~ """ I 

0 

0 a_ a_ u I I I ,--- I ,- - -1 j" 

~ ~ ~ I I fl---'(~----1 ,_;; 

• 0 0 ~~ __ _l_ __ ,_l ___ , ~ 

r-- zz . _l ~ 

0.... -=============~=============================================================================================== iCs=!() ~==~, !() b._ ~=~===-==== ~ :::::;;! - - SCHOOO -SD -------- STUyVESANT ~ ~ ~ RIVER TK ~ 

~ ~ HUDSON ~ o -' 

_J 

:::r:: 

u 

f-

<( 

:::::;;! 

<.0 

I 

0 

w 

:z - ~----

-' _j ,-----

:::r:: 

u 

f-

<( 

:::::;;! 

110 MPH~~~--~r---?~~ 110 MPH 

ES-01 

HUDSON SUBDIVISION 

GRADE CROSSING IMPROVEMENTS 

(MP 140.0 - 75.8) 

(NO-BUILD PROJECT) 

HUDSON SUBDIVISION SMALL 

BRIDGE IMPROVEMENTS 

(MP 140 - 75.8) 

0 ci z z 

SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION )( )( )( )( 

LEGEND: 

EXISTING TRACK NEW PASSENGER TRACK ON - - - - ' UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

0 

z 0 z z 

ALL NEW FROG ANGLES #20 

AT THIS LOCATION UNLESS 

OTHERWISE SHOWN 

110MPH~ ~ 110 MPH 

~~ 0 ~: ~--~----?~ ~ ;;; 

ES-04 

HUDSON LINE RELIABILITY IMPROVEMENTS 

ROCK SLOPE STABILIZATION 

(MP 130.0, MP 129.1,MP 128.9, MP 128.1) 

0 0 0 0 

:::r:: 

u 

f-

<( 

:::::;;! 

fw 

w 

:::r:: 

V1 

V1 

:::r:: 

fw 

::z 

_J 

:::r:: 

u 

f-

<( 

:::::;;! 

~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL CONTRACT NUMBER 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

---------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED a

' ...... ~···~·· : lrl ~---E_M_P_IR_E_co_R_R_Io_o_R_,_T_IE_R_1_E_Is ___ +-_X_X_X_X_X_X_X_X_X_L_-~-~-~ "...... .. ALTERNATIVE 11 0 DRAWING NO. 110-5 

SHEET NO. 5 

ENGINEERED TRACK SCHEMATICS DATE: FEBRUARY, 2012 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 
w 

"' <lO 

z 

w 

_J 

1;] 

0 

w 

"' u 

w 

:r: 

u 

>- m 

0 

w 

Q_ 

'3 

w 

[;j 

0 

fw 

w 

:::r:: 

(/) 

110 

50 

MPH~90 

MPH+ 50 

MPH 

MPH 

COLONIE 

HUDSON SUBDIVISION 

SECOND MAIN TRACK 

( M P 1 61 - 1 45) 

(NO-BUILD PROJECT) 

RELIABILITY 

110 MPH~E~---1----?~~90 MPH 

90 MPH : I : 80 MPH 

50 MPH ~-::------+· -----:;-~ 50 MPH 

LIVINGSTON AVENUE BRIDGE (LAB) RENSSELAER STATION (PHASE 

REPLACEMENT PROJECT FOURTH TRACK CAPACI'rY 

(MP 143.2 - 143) (MP 143 - 141) 

(NO-BUILD PROJECT) 

80 

50 

II) 

MPH : : ;~ MPH 

MPH MPH 25 

110 MPH 

90 MPH - 75 MPH 110 MPH 40 MPH 

MPH 15 MPH 50 MPH 

ALBANY-RENSSELAER L.(') 

WEST ALBANY 1- _ 1 

(PROSPECT) YARD WAREHOUSE TROY IT - ~ 

i= ~ NO-BUILD TRACK _/ ______________ 

/ '\ '-'c _____ , r--- - ~~ ~ ~ . 

------------------------------------------------ ,--T----::~ ~ LBANY RUNNING ~~ ______ '"_'-- ___ -~~~~---~ - ____ \ __ ~ _ ~- _ 2\_-

7

\ - ] L _ .. ~~~ \ _ T ________ ~ 

; '-- ----------- ---------- CP R~L ---- - \L=LI _L __ )_,_____ ~ 

_J \.________ I I G 

G OVERMYER'S ~,QEJp :=r ~ f- SIDING ::::;: <( 

::::;: 

NOTES: 

HOFFMAN'S 

ALBANY-RENSSELAER 

L 

MPH 

MPH ~-::-------+------:-~ 

: : 90 

90 

30 

MPH 

MPH 

MPH 

~ 

-J 

MOHAWK SUBDIVISION MOHAWK SUBDIVISION SCHENECTADY STATION RENOVATION/ (3 

NEW MAIN TRACK NEW MAIN TRACK STATION IMPROVEMENTS ~ 

(MP 175- 169) (MP 169- 161) (MP 159.8) ~ .....,(/) ..... (NO-BUILD PROJECT) G 

110 MPH~ 80 MPH 110 MPH 

110 MPH 

50 MPH 

110 MPH--e 

50 MPH--e 

~] ~~ ~ ~ ~(/) & ~ & ~ CURVE CAN ONLY SUPPORT Q...., >'S Q Cl) EJ foq: ~ MAXIMUM SPEED OF 80 MPH (/) Cl) ~ w 

~ Q.) ~1! ~ f-._ ~ ~ (_) w ~ Q.l ~ Q.l 1J TRACK ALIGNMENT Q.l i:: VJ ~;! Q.l g> lt.J t::: i7i 

_-_: .. : _-_-

1

- i ...... ". ~~"'· ~~ ~~ ~ CONSTRAINED BY ROW ~~ ~ ~~ 8 ~ <: (f) 

*"....-- . :: 1 ...,_ I I t:::l Cl 1 U] oa. 1 &l / '- ~ :::r:: 

:·-_· •. • •. • •. • •. • •. ·._:_: 1 ~&l ',','v ', !:~~:~ :::::: l"' -- 7 / \ ' ~ f-

~ ~ i i- ____ I ____________________ l _______ lL________________ :- '-:'i":~ :: :::::::::: ~//=== ==::':'-;:::::::::::::::::::::::::::::: :g 

~ V -- : ·:_-:.-_:_:_.·_.·_.·_.·_.·_.·.-·.f.-·.-·_.·_.·_.·_.·_.·_.·_:; !::::::: :; t~~ :: ;~:: ~h :::::::::::::::::::::::::::::::::::::::::::::::::::::: SCHENECTADY 1 1/ / CARMAN SUB ~ _J 

:::r:: 

(_) 

f-

<( 

::::;: 

II I /-- STRR 1 RUNNER I STATION I ~ I '\ I 

I r---'-- STRR 2 RUNNER ----7,-- I No. 2 SELKIRK BRANCH 1 1 '- 1 2 

__ L--_N!l~_ -1_ 'i_El_Kt_Ri sf5/i;c;_~ -_ -_ -_ -_ -):_ -_ ~---_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -~ = = = = = = = = ~ = = = = = = ~~ =\~ = = = == ===~ TO SELKIRK YARD 

WEST----

SHORE IT 

/

1 CP-RJ CP-FG CP-SH 

SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION )( )( )( )( 

LEGEND: 

EXISTING TRACK NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD .... EMPIRE CORRIDOR, TIER 1 EIS 

CONTRACT NUMBER 

xxxxxxxxx 

_J 

:::r:: 

(_) 

f-

<( 

::::;: 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 110 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 110-6 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 6 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: FEBRUARY, 2012 
w 

"' <lO 

z 

w 

_J 

1;] 

0 

w 

"' u 

w 

:r: 

u 

>- m 

0 

w 

Q_ 

'3 

w 

[;j 

0 

NOTES: 

rrl 

---+------:~~ 90 MPH 

50 MPH : : 

50 MPH~-~---+--~-~ 

70 MPH 

50 MPH 

PROPERTY ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

90 MPH ~E~---+----?~~110 MPH 

AMSTERDAM STATION 

IMPROVEMENTS 

(MP 177.6) 

I cP ml 

PROPERTY ACQUISITION AND BUILDING TAKINGS 

REQUIRED TO ACHIEVE INCREASED SPEED 

f:::: 

\..:) 

\..:) 

Cl 

-J 

cj 

\::: 

I cP ml I CP 170 I 

110 MPH:=$=:110 MPH 

70 MPH 50 MPH 

50 MPH 50 MPH 

(/) 

(/)0 a_ 

a.m ontO (/)~ 

0~ ..... ~ Q_o{} 

. ..., 0...; ~~ N,.._ 

"'~ N~ -----+'f 

cia. 

z:::t --h----+ 0 

oo L ______ _ M O.... 

::::;: I 

~ 1- -------- w 

:z: 

w 

:z: 

_J 

:::r:: 

(_) 

f-

<( 

::::;: 

CX) 

I 

0 

TRIBE HILLS CURVE 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

110 

PROPERTY ACQUISITION REQUIRED C lC) 

TO ACHIEVE INCREASED SPEED •

0 '--------------'a.. ~ 

::t: 

mph < I ~ 90 MPH < I 

70 MPH ~50 MPH~ 

50 MPH ~45 MPH~ 

PROPERTY ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

~110MPH 

75 MPH 

50 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

PROPERTY ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

(/)0 Ill <I" a_o a_ tO 

00 oai 

N~ N~ 

cia. cia. z:::t z:::t 

I CP 1881 I CP 1841 

11 0 MPH ... E:E-----+--

75 MPH .,.EE----l----?~~ 50 MPH 

PROPERTY ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

~ 50 MPH ~E~-----1----?~~ 

-~lC) 

a..~ 

50 MPH 

11)0:: 

:g E: .!:; 1... .!:; 1... 

(J Q ~Q ~Q 

II) ~t II)~ II)~ 

_J 

:::r:: 

(_) 

f-

<( 

::::;: 

:g:§ ~g ~~ : (/)~ II) ~ II) ~ fTRACK ALIGNMENT e ~ ~~ ~~ ~~t;lp~ : r~P: J. ~~ ~~ ~~ ~ CONSTRAit~ D BY ROW ~~ ~~ •J} :: [ ............ ·:. ~: ~~ ~ ~ 

~ ~=== ===================~==77 , _ TRACK 3 (NEW ALIGNMENT) sDG /' 1 :.~.~. ~ 7'\ ' ~=====~ ~ ~ ~ 

r _____ _ TfJ!lCJS. _) _ (fXlSJ!tj_G_ Ijj){it!_M_ftjJ)_ l_ _ _ _ _ _ _ _ _ _ ________ -c _________________________ ~O~ _____________ j __ J~ ____ J _ i] ~ ________ ~ __ ~/- ~ __ : ____ i __ '\ I 1/ 2 / '\ I I 

r- ------ W~K2 ~~~N~&~~~Wl+ --------- _______ ---------------------------------------- ------------ ---------------·---~------- --

_J 

:::r:: 

(_) 

f-

<( 

::::;: 

11 11 II II 11 

BIG NOSE CURVE 

SYMBOLS: LEGEND: 

- EXISTING STATION EXISTING TRACK 

TO ACHIEVE 

SPEED OF 110 MPH 

EXISTING GRADE CROSSINGS 

REQUIRE 5?" Ea 

rrl 

CX) 

w 

:z: 

_J 

:::r:: 

(_) 

f-

<( 

::::;: 

NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK CONTRACT NUMBER 

- PROPOSED STATION POTENTIAL ACCESS ROAD .... EMPIRE CORRIDOR, TIER 1 EIS )( )( )( )( 

xxxxxxxxx 1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 110 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 110-7 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 7 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: FEBRUARY, 2012 
w 

"' <lO 

z 

w 

_J 

>- m 

0 

w 

"' u 

w 

:r: 

u 

>- m 

0 

w 

t;: 

<lO 

0' 

0 

>- m 

0 

w 

Q_ 

'3 

w 

[;j 

0 

I CP 2071 

110 MPHI..,.<E-----llf-----?>~ 110 MPH 

70 MPH <I ::;. 75 MPH "'"<E----f--?>~ 70 MPH 

50 MPH E( I > 50 MPH 

PROPERTY ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

t 

PROPERTY ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

a_ 

I()~ ...... VJCl •I') a_ CD No 

I')N 0,..; 

cia. N~ 

' cia. 

Z:::i: 

15' "' 

I CP 2031 

VJI{} i:: a_ I() 

0,..; 

N~ ~ 

cia. I Z:::i: ki f.': 

---, 

I CP 1981 

110 MPH:=$=: 110 MPH 

70 MPH ..,.<E-------1--?>~ 60 MPH 70 MPH 

Cl LJ<: 

Cl"<: 

I..._J 

ClQ 

Q:Jf...._ :.r:Lc. 

50 MPH 50 MPH 

PROPERTY ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

MAJOR CURVE REALIGNMENT 

TO ACHIEVE SPEED 110 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

N ---------

0.... 

:::::;;: ---------

w 

:z 

_J 

:::c 

u 

t-

<( 

:::::;;: 

en 

I 

0 

L.(") 

N 

N 

a.. 

::::;: 

w 

:z 

_J 

:::c 

u 

t-

<( 

:::::;;: 

90 MPH 

1::::: 

25 - ~ 

::,;: 

25 

:.r: 

... E:E-----+1-----::>,.._ 11 0 MPH 

~~ ~:: : I : ~~ 

CURVE REALIGNMENT 

TO ACHIEVE SPEED 90 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

MPH 

MPH 

1 VJI{} a_ .... a" 

N~ 

cia. 

Z:::i: 

I VJI{} 

I a.~ a" 

N~ 

cia. 

Z:::i: 

MAJOR CURVE REALIGNMENT 

TO ACHIEVE SPEED 110 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

I CP 2181 

MAJOR CURVE REALIGNMENT 

TO ACHIEVE SPEED 110 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

11 0 MPH .... E:E----+----::> ... 90 MPH < I > 80 MPH~60 

70 MPH~55 

MPHI70 MP; I 80 MPH -!If---?> ... 11 0 MPH 

MPH 70 MPH 

50 MPH ..,.<E----f--?>~ 50 MPH 

"1:J 

~ PROPERTY ACQUISITION REQUIRED PROPERTY ACQUISITION REQUIRED "t:: 0::: -

0

S:lC) TO ACHIEVE INCREASED SPEED TO ACHIEVE INCREASED SPEED ·-"1:) Q.l 

~ &a::~ Q~ r~ ·o CURVE REALIGNMENT 

C/JO::: :t Q"I:J TO ACHIEVE SPEED 110 MPH C/J Q.l '<I: 

Cl 25 ~ r- (_') (/)a:: ~~ E 25 ~ u -= :::::, C/J u._ o ~ u 0 VJ VJI{} Cl Q.l '- TRACK ALIGNMENT U 1..: '-

I ~ '<I:~ a. a_"! 0::: rAccess Point U ~ CONSTRAINED BY ROW '<I;Q 1.,:: 

I §3 25 1 1!2~ ~~ §5 : Lock St ~0:: 1 

( ' " " " " " l "\ . TRACK 4 (NEW ALIGN ME:~ I \ : ; , ~ "' TCAM : ( " " :: ,i (\ ' I \ 

t- ------------

-

I === =-= ===== =- ==== ~~{:~~f{:~:~~~:~:;== =- ==?= ====~= ==;==== == *± ============ ~· ~~~~~~~~~~~~~~~ -- 1 CURVE CAN ONLY SUPPORT RIGHT HAND c=t:=======:::J ~-::~~~-::: MAXIMUM SPEED OF 90 MPH CROSSOVERS I LITTLE FALLS CURVE CURVE REALIGNMENT 

TO ACHIEVE SPEED 110 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

SYMBOLS: 

- EXISTING STATION 

TRACK ALIGNMENT O=P_T~IO=N~A=L __ ~ 

CONSTRAINED BY ROW 4 CURVES CAN ONLY SUPPORT 

MAXIMUM SPEED OF 60/70/80 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

LEGEND: 

EXISTING TRACK 

V) 

:.r: 

(_') 

:::::, 

Cl 

0::: 

0::: 

:::::, 

Q:J 

CURVE REALIGNMENT 

TO ACHIEVE SPEED 110 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

r---

1 

0 

tw 

w 

:::c 

Vl 

Vl 

:::c 

t-

---- N 

a.. ---- ::::;: 

w 

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t-

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:::::;;: 

~ BRIDGE 

r CULVERT 

NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL CONTRACT NUMBER 

NOTES: 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

- PROPOSED STATION 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

)( )( )( )( TRACK TO BE REMOVED 

OTHER RAILROAD 

EXISTING ACCESS ROAD 

POTENTIAL ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 

.... EMPIRE CORRIDOR, TIER 1 EIS 

ALTERNATIVE 110 

ENGINEERED TRACK SCHEMATICS 

xxxxxxxxx 

DRAWING NO. 110-8 

SHEET NO. 8 

DATE: FEBRUARY, 2012 
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NOTES: 

I CP 239 I 

I CP 2351 I CP 2291 I CP 2251 

11 0 MPH E( I 60 MPH I 80 MPH ~ 11 0 MPH 110 MPH E( 1::;. 90 MPH 

f- Vl~ 

w 0..0 

w om :::r:: N~ (/) 

oo.. (/) Z:::! 

75 MPH ~ 60 MPH E( I ::;. 75 MPH 

50 MPH E( I > 50 MPH 

15' 

0::: 

0::: 

MOHAWK SUBDIVISION 

CONGESTION RELIEF 

(MP 235) 

7 ~------ ----------------/ \ --- ---------,------------------------J ___ _ 

.;o.. :::r:: z:::; <...> 

f-

<( 

::::;;: 

~m , - ~ ~~ 1,--- ~~ 

z:::; 

o: ~ ~ ' UTICA ....,N <'i~ ~ STATION 

<: 

.;o.. 

z::::o CROSSOVER OPTIONAL 

30' 

PROPERTY ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

1 Access Point 

1 Private X-ing 

From Rt 5 

70 MPH 75 MPH : 

50 MPH -E-::------+-----:;;~ 

I : 50 MPH 

PROPERTY ACQUISITION AND BUILDING TAKINGS 

REQUIRED TO ACHIEVE INCREASED SPEED 

1 Access Point 1 Moss Rd I 

CURVE REALIGNMENT 

TO ACHIEVE SPEED 90 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

Access Point 

From Rt 5~ 

TRACK 4 NEW ALIGNMENT 

MPH 

1 

1 TRACK 3 NEW ALIGNMENT 

_________ ! _______________ l _____ _I@c;_K_ 1_ f_E)S/:;i_T!J:IQ _!1/.j_GJjM_E]j[) _____ , J ______ _ 

_________ ~ ______________ + _____ JBAJ.;fl_ 2 lEX !SIT~ _f1LJG.NMENI) _ __ _L ~ _ ~- ____ _ 

I ~ ~R ~~ I ~ o.o o.o ~"'": N~ N~ 

~~ 1 oa. oa. .;o.. -Access Point z:::; z::::o 

z::::o From Rt 5 

1:::: 

es 

~ 

es 

:r: CX) 

I 

0 

:::r:: 

<...> 

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::::;;: 

I CP 2481 

1 00 MPHH-EE:=-+1--~>~ 11 0 MPH 

70 MPH E( I ::;. 79 MPH 

I I 

I CP 239 I 

110 MPH E ::;. 90 MPH-if----:>~ 110 MPH 

79 MPH .,.E:E------1f------:>~ 7 5 MPH 75 MPH .,.E:E--------1---:::;.~ 65 MPH 65 MPH 4 79 MPH ~ 75 MPH ... E:E---t----:>~79 MPH E( I> 75 MPH 

50 MPH E( I ::;. 50 MPH 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 100 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

ROME STATION 

IMPROVEMENTS 

(MP 251) 

MOHAWK SUBDIVISION 

CONGESTION RELIEF 

(MP 248) 

&0::~ &~ &: VlO (/) ~ (/)(/) 

<: ~:ri ~~ ~~ ~ ~ 0 1 Access Point 1 Access Point ~ N~ ~Ill <'i~ ~-?: 

61=====;;;tJ,l St. ~~~: : :::: l: : :::::::::: •••• -""'------ ~~ I J '<(! j;;;0::~~~~~~~~~;;;;;;;; -;~~~~~~~~ I J: j 

/ \ '\. I TRACK 3 (NEW ALIGNMENT) --------f---~----4---~==:---------------------------------------~ ~ - 75' I / 

0... ----- ::::;;: 

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:::r:: 

<...> 

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<( 

::::;;: 

--- k-~ ___./_r------ _ _ 15_'_ _____________ r- ______ \~L ___ LR.fjc;_K_ I_ (%;sJ~IJ':!(2_ !!_Ll_Gf':!.lvf_Ef':!.l] _______ _ 

___ !'\.. ~ ___/__ ________________________ 1-- _____ ~ _ '__\ ___ LRACK_2_ (£)<JSI/l'lG_ ALJI;!J.M.E!J.T) _______ _ 

I"" 11 ~~I ~~ ROM£ ~~I ~~ STATION oo.. .;o.. Z::::O Z:::! 

SYMBOLS: LEGEND: 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

- EXISTING STATION EXISTING TRACK NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

50 MPH E( I ::;. 50 MPH 

.;o.. 

Z:::! .;o.. 

Z:::! :::C 

<...> 

f-

<( 

::::;;: 

CONTRACT NUMBER 

POTENTIAL ACCESS ROAD 

xxxxxxxxx - PROPOSED STATION .... EMPIRE CORRIDOR, TIER 1 EIS )( )( )( )( 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 110 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 110-9 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 9 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: FEBRUARY, 2012 
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NOTES: 

I CP 2661 

11 0 MPH .. E:E---t---?:;;.• 11 0 MPH 

79 MPH : : 75 MPH 

50 MPH - - 50 MPH 

Vl I I J 

I CP 2631 

PROPERTl' ACQUISITION REQUIRED 

TO ACHIEVE INCREASED SPEED 

E3 

Cl[§ 

1~ 

Cllu ctJ<: 

1::Cl 

-c::- -.s; ·;s.., 0 a.._ Cl.."tl 

lt)Q:: lt)Q:: 

~E: 11).:0.: <Llu uo uo 

~~ ~Q:: I I 

75 MPH.,.E:E-----+--?:::;.•79 MPH 

-.s; "tl 

&~0:: 0 

It) E: ~ Ill.:.: Q.) <Llu t:: uo-..; 

~058 I 

: 

E: I :::;. 100 MPH 

79 MPH E: I:;. 70 MPH 

I :::;. 50 MPH 

110 MPH 

50 MPH< 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 100 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

en 

I 

0 

• --------------------------------~ I I J /, -\ f \ ------------------------------l-----iH -- T------------------i~---- ------iH ------ ----------------~-r------+----------- --------~--------~TR _. rtN ._ L/ -----r--~-------- ~ 

r--

<..0 

"'r --------------------- ----

o... ---------~,---------- " ----

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:::r:: 

u 

t--

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~ 

I 

0 

.s; 

&~ 

Ill'- lt)<Ll 

<Lllil: 

UQ.l 

~ell 

I 

\ ___ :j_IQ_Ifj_G _ ___ _ 

" / 

o'NfJaA - YA~D 1 1 

I CP 279 I 2781 

110 MPH:=$90 MPH 

79 MPH 79 MPH 

50 MPH 50 MPH 

<:::)lu lu--J 

Cls! !Access Point I~ Kirkville Rd ClQ:: I 

i!sc I ~0 ~I{) 

Q.ll1 a.n ooi 

N~ ooi N~ 

< 

: 30 , : "' 15' TRArK o (1\/FW AI V:AIJAF"I\!Tl N 

---- - J ------------- --- _I_--- ------ -----------------------------'-- _ J;j'_--- IRf4[K_ 1_ {_E){/0_T!Jj(}_ .t:IJ.Gf'!M_E}'!lj----,.... - - f- ------ ~ I I / 

-,- ~ - --J ------------- ----1---- ------ ---------------- ___________ __/ __ '..._ _______ IRfl.C_K_2_ {.EXIS_TLNG_ AUGJJME!H) ____ -t- _ _ ______ w ~ z 

i/ :::::::::::::::::::::::::: :::::::: :i::::::::; a. 

I I I' I )' ~~ I l nN 

:s~ .s; cia. 

o &~ z::> a...::: 

lt):r: 

lt)"tl Q.)c:: 

uo 

~(/) 

:::;. 110 MPH 

.s; -

O"tl 

Cl..Q:: 

Ill'- ltlO 

~~ uo '<(ll:l 

I 

~ -..c: .s; u oCl..~ 

It) 

Ill-s Q.)c:: 

uo 

~(/) 

I 

E: 

0 

-~ ~ 

- o-.~ .s; 0 _c::.s: oo-. i5 I <Ll 

a..e Q..)( Q; 

lt)Q.) lt)Q.)Cl.. [/)Ill Ill- Q.lO Q.)~ c:: uc:: u._..c: uo '<(c...l ~0::~ I I 

I CP 270 I 

79 MPH E: 

~ 

-<Ll 

.s; .g> 0·-

Cl..Q) 

lt)Q.) lt).Q Q.)Q.) 

UQ.l 

~ll:l I 

'-------1-------------···-------1---------... : : : : : : : : : : : : : l 

110 MPH $ 110 MPH 

75 MPH 79 MPH 

50 MPH 50 MPH 

I SIDING ASSUMED INACTIVE -

-~(/) 

Cl..-'- lt)::J 

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Q.)C,.) 

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t--

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~~------7\ H---'Ic--/-~~~+-*----""*'" - - - - - - - - l - I I I 

_________________ J ______ J ________ ----L------------ r--

- ________ j3[K_ 1_ {_E){/0_T!Jj(}_ .!:IJ.G}'!M_E}'!lj _____ ~ 

__J 

:::r:: 

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I 

"- -..I;---*-*----*+-'JI.'------"'~ - - - - - - - - + -

CROSSOVER OPTIONAL ELIMINATES CONFLICTS 

WITH FREIGHT TRAINS 

SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION 

1 I I / '-

----------------- ------ -------- ---- ---------L __ 

LEGEND: 

EXISTING TRACK NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

________ IRfl.C_K_ Z_ {EXIS_TfJ'JG_ AUGJJME!H) _____ ~ 

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~ 

CONTRACT NUMBER 

)( )( )( )( POTENTIAL ACCESS ROAD 

xxxxxxxxx .... EMPIRE CORRIDOR, TIER 1 EIS 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 110 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 110-1 0 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 10 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: FEBRUARY, 2012 
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N 

~ 

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0 

I CP 2931 

11 0 MPH E: I ::;. 80 MPH 60 MPH : 

60 MPH ...,E:E-------fl---:::;.~55 MPH ... -E------1f---~::;.~ 60 MPH 

50 MPH E: I ::;. 50 MPH 

I CP 291 I 

11-------;::;.~ 80 MPH 

I CP 3071 

110 MPH * 110 MPH 

79 MPH 79 MPH 

50 MPH 50 MPH 

..... 

.s-o &a:: 

(/) .... IJ)Q.) 

Q.)E 

01... 

CENTRAL NY ~8 

FEED I I 

·-

cia. 

z::o 

-

I CP 290 I 

"0 

0:: 

~ Q.) 

c: ......... -S8 0 

E:l~ 

0..~ 

(/) ..... II)CI.l 

Cl:t: Q.)C: 

IQ oc: 

Cla ~&l §:!~ I 

60 MPH : : 

50 MPH -E-::-----+----:;-~ 

::::::::::::· 

LAccess Point 

N. Midler St 

___ I 

I 

80 MPH :=+=:110 MPH 

40 MPH 79 MPH 

30 MPH 50 MPH 

DEWITT YARD 

25 

~ 

if ~ <: C) 

--- ~ I ~ 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 80 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

1--

G.J 

Cl . ~ ...................... . 

VliXl 

Q.l(') 

0~ VlO VlO Q.l(') Q.l') ~N 

ON ON cia. N~ N~ z::o cia. cia. 0 

z::o z::o ~ 

I 

:o 

co 

N 

0... 

15' ::::!;! 

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I CP 300 I 2961 

..... 

.s-o 

&0:: Ill II) I... IJ)Q.l 

~E: 

~~ I 

I I ~ I 

·-

110 MPH ... EE------11f---~>~110 MPH 

79 MPH ... E:E-------11----~::;.~ 60 MPH 

50 MPH ... E:E------11f---~::;.~ 50 MPH 

Cl 

luO:: 

--J~ 

VlO ~ 1--

!r~ . .-Access Point a.-; lulu I I()~ --J 0c c: VlO o~ 1 Armstrong Rd ~N ~ ~ Ill 0 0."! NNI '-'J '-' 

~ E co . cia. ctJ o.. f1~ ~ ~ ••••••. z .. ~,;·."·."·."·."·."·."·."· . ~ 

-~ c===~================~ ~~~~~=±~ ~:::r:: r-------------~~~ ~~~~~~~---------------1~-------------------------------- ------------------------------I----------- TR 0N IG -------- ----~~------------------ f--

gj _"\ --j ________________________ l ______________ \_ _ _ _ _ _ _ / 30' L() 

=============--=-=========- ====== ------------------------1 ------------~-~------ ========~~~~~~~~: !~~~~~~ =?=~===== ============== ; ~ I ~~ I 11 

:::r:: No u "'"' I- c)a.. 

~ z::o 

SYMBOLS: 

- EXISTING STATION EXISTING TRACK 

- PROPOSED STATION )( )( )( )( 

LEGEND: 

NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD .... EMPIRE CORRIDOR, TIER 1 EIS 

w 

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:::r:: 

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::::!;! 

CONTRACT NUMBER 

xxxxxxxxx 1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 110 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 110-11 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 11 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: FEBRUARY, 2012 
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NOTES: 

I CP 320 I 

110 MPH:=$=:110 MPH 

79 MPH 79 MPH 

50 MPH 50 MPH 

I CP 3131 

RETIRE 

I CP 310 I 

110 MPH:=$=:110 MPH 

79 MPH 79 MPH 

50 MPH 50 MPH 

~~ ....... ....... """b ....... ....... 

.!:; .!:; "0 .!:; c: 0::: ·~~ .!:; 

UJO & ~ &0::: ti:: &~ ~ Q. & ~ o..;;j TRACK APPEARS SENECA Ill~ Ill Ill E3 it Ill Ill~ Ill§ ~ Ill Ill 

t:;:j :: ABANDONED ~~ RIVER ~~ ~~ ~ § ~~ ~ ~ ~ ~ ~ ~~ ~ ~ z:. !Access Point ~~ BRIDGE -¥~ ~:§- [;3 i;J ~Ol ~ ~tg ~ g ~~ &5 1 

~ I -----~r __, '' §_AI,!AJ!fi~H_ ~~ ~~~czn~d ~~ I• f ) \ 1I'"=== " !:11 ======:::::JI~c=:t! =====::....... :;;;;==:::JIII"========== " ::r:=G= i:! =====JI i I Lr-;:;;:;::~;=;:;;;;;;=;;;;;:;;;:;:::; . ' -l ::;:=== · :JI t========la t- / '- r ' TRACk l1- ( !VEW 'ALIGIVME!V 1/ 1 

------------------ ~~--------~~~--~ --------------------~1 ----------~~------~ ~ 

; ============= ======= ===~ ""i ===;=========== == t =====, == ============= :J~Z ::t ======== ===== i:~~f~~~~E~!: == H:===== ; LJ_J I ~g ~~ ~ / , I I I I , II~~ ~;::; :z: :z: 

_J 

I 

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::::;: 

I 0 c:i 0 c:i I I a"' a"' -' 

"'~ "'~ ~ "'g "'g 

cia. cia. z:. z:. 

BRIDGE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 40 MPH 

STRUCTURAL AND GEOTECHNICAL 

ANALYSIS REQUIRED 

I CP 3351 I CP 3341 

~~ ~:: .... ~- ---! oe::: ~ ~ 

Cl LINE SWING ON EXISTING FREIGHT 

"" TRACKS REQUIRED TO ACHIEVE 110 MPH 

55 MPH > : 80 MPHI 

40 MPH - -

90 MPH 

: ~~ ~:: .... oe:::;;--+----::;>~ 70 MPH 

WHILE ALSO PROVIDING 80 MPH 

ON FREIGHT TRACKS 

80 MPH .... oe:::;::-----+1--:>~90 MPH~-+00 MPH~110 MPH 

70 MPH .... oe:::~-~1--?>~79 MPH 

cia.. 

z:. cia.. z:. 

I CP 3231 

110 MPH :=$=:110 MPH 

79 MPH 79 MPH 

50 MPH 50 MPH 

.!:; ROCHESTER SUBDIVISION RELIABILITY ~ 

&Vi -o THIRD MAIN TRACK .!:; Ill 

C: t:O::: (M P 334 - 323) &:§ ::r: 

·a ~ ~ ·a Ill Cl CURVE CAN ONLY SUPPORT TRANSITION TO 15FT TRACK rn ~ S: n "0 ., •· n::::: o.; MAXIMUM SPEED OF 70 MPH lllv' "<:: 

I 

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::::;: 

..._0::: Ill ~ - ..._._ '-'-' CENTERS OUT OF CURVE Ill - ....., ..,. UJon u c: f- --\ UJ on ::> Cl C/J Ill E: ") 1 <- t-

~.c: o..--: ~('5 L ='I, o.. C! ~~ I ~ TRACK ALIGNMENT 2 ::'<: u 0 Q§ LJ.J Ill u on~ t---\ on~ Ill v <- <: C5 UJIXl UJO TRACK ALIGNMENT A p . f ~,'- 0:::~ C!:) :<( LJ.J 

I ~ ~ ~"" I 1----, ~"" ~~~ E3 Cl CONSTRAINED BY ROW Vi~---.. ~ci ~ci coNSTRAINED BY ROW 1 ;g:~s RJtn ,...... ::t;IJ) ~ VlVlii 

a '<(-J ~~ 1 ~~~~~ ~~ ,v, ::r:~ cs~ "':::J "':::J : 1 ~ 1 

::;:;l======:c == +t ;~;\ Jl c== ===== ;;;;;~k==========~:4 ·~ =========/.f\;~====:·ITf~~~=========~l I1 [J:n [J.:..i i..:. -+ ;:;;;;:_:. ~==~ •• ~~!-I t-- "' l--------ii- """' '\. I TRACK 1 / ,.-, 

CL _--------1-Lt --------- ""-----l------- --------- ------------------!A_'\_-- _)2_'_------- ~ ,-1--- ----- -7 --~~· -- ~ _(f_X§!!f'!_G_A_ii!}_N_!!!__NJ)_----- --- - -,1_--- ~ 

--------- L/ __ '- ,,::-----/-z_ j ll -----1------- --------- ---------------------------------- \~------~"-- -------r, ~;;{~ltG AL!GNMENTJ --I --- ,- -- ~ __/~------ ~ __J I "'---- I :Z 

I 

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::::;: 

'-'- LOCK BERLIN CURVE CURVE CAN ONLY SUPPORT CURVE CAN ONLY SUPPORT 

'- MAXIMUM SPEED OF 80 MPH MAXIMUM SPEED OF 90 MPH 1

' AIR GAS \ \MIDLAND 

ASPHALT 

SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION )( )( )( )( 

LEGEND: 

EXISTING TRACK 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

.... EMPIRE CORRIDOR, TIER 1 EIS 

CONTRACT NUMBER 

xxxxxxxxx 

_J 

I 

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t-

<( 

::::;: 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN, 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 110 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 110-12 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 12 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: APRIL, 2012 
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NOTES: 

fw 

w 

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V1 

V1 

65 MPH 

El 

E 

50 

I CP 3491 

;:;. 90 MPH 

;:;. 75 MPH 

MPH E I ::;. 50 MPH 

TRANSITION TO 30FT TRACK 

CENTERS OUT OF CURVE 

I CP 3481 

75 MPH ""EE--____,f---?;:;o~ 70 MPH 

I CP 341 I 

90 MPH ~EE-----1--?::;.~ 80 MPH 

-

-~-o &o= 

Ill~ lll.J:;: 

70 MPH ... EE--____,f---?;:;o~ 65 MPH 

50 MPH 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 80 MPH 

TRACK ALIGNMENT 

Q.l(.) CONSTRAINED BY ROW u-

~~ UJO 

I a.ci !Access Point 

MPH~90 

70 MPH 

50 MPH 

MPH 

N 

I 

ONTARIO ! ~;::!; 0 1 Lyons Rd .t' ~ I I /"'"'\. MIDLAND cia. I I .r-"'- _,.......,_ 

----~'~ ,~~~====~ c====~== ==== ;=====:J == ========~=;,;;;:~;;;;;;;;.;;==:J c==~==--t1--~ ========nl z~c=======+=~ ~~ rF=~==== == ==== ==~ ==== ~ : ~~----~~-----+----~----- -------------+-------- ----~---------- TR -~(N IG ~-- ------~--~--------~----~~------~--~~~~--'~----+---~----~--~------ ~ 

~ _ t _ _ _ _ _ _ _ ~ _ _ _ _ _ _ _______ :_ '\.___ _______ j _ _ _ _ _ _ _ __________ j JEA~~ J _fr;_X§TlN_y_AJ)q_NJ1fNIL = = = =: = = =: = = = = = = 1 = ==========I== ---t1~:::::::;lt ___ _ ~ _ _j_ _______ _; ___ ._ ---- -- ----UJ V>o ------- ------ -- -------- ~JBAf:IS 2_fE_Xf5I1/Ifi;_A.L/G_NMElvi)_ , _________ ._ __ _ 

75' --- ----- ~ 

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CURVE CAN ONLY SUPPORT 

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TRACK ALIGNMENT 

CONSTRAINED BY ROW 

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50 MPH ~EE-----~-~::;.~50 MPH 

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CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

I CP 361 I I CP 3591 

90 MPH ~EE----~1--~::;.~110 MPH 

79 MPH E 165 MPH ~79 MPH 

SYMBOLS: 

- EXISTING STATION 

- PROPOSED STATION )( )( )( )( 

LEGEND: 

EXISTING TRACK 

CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 90 MPH 

TRACK ALIGNMENT 

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NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

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CURVE CAN ONLY SUPPORT 

MAXIMUM SPEED OF 85 MPH 

INTO SOUTH BRIDGE BAY 

BR. 339.21 OVER ERIE CANAL 

TRACK ALIGNMENT 

CONSTRAINED BY ROW 

110 MPH ... EE----____,f-----?>~110 MPH 

79 MPH : : 65 MPH 

50 MPH ""-E----____,--?-~50 MPH 

.... EMPIRE CORRIDOR, TIER 1 EIS 

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CONTRACT NUMBER 

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LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 110 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 110-13 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 13 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: FEBRUARY, 2012 
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45 MPH - - 50 MPH 

ROCHESTER STATION 

REDEVELOPMENT 

(MP 371) 

Access Point 

1 Access Point 

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MAXIMUM SPEED OF 90 MPH 

ELIMINATES CONFLICTS 

WITH FREIGHT TRAINS 

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110 MPH:=$=:110 MPH 

79 MPH 79 MPH 

50 MPH 50 MPH 

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ROCHESTER SUBDIVISION 

THIRD MAIN TRACK 

(MP 393 - 382) 

(NO-BUILD PROJECT) 

RELIABILITY 

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50 MPH 50 MPH 

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1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

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UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 

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SUBURBAN / 

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e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

.... EMPIRE CORRIDOR, TIER 1 EIS 

ALTERNATIVE 110 

ENGINEERED TRACK SCHEMATICS 

CONTRACT NUMBER 

xxxxxxxxx 

DRAWING NO. 110-14 

SHEET NO. 14 

DATE: FEBRUARY, 2012 
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I CP 4021 

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79 MPH 79 MPH 

50 MPH 50 MPH 

~ -~ -~ ~~ 

~~ &~ ~ Q~ (/)~ & TONAWANDA CREEK TRUSS BRIDGE 

REUSE EXISTING NORTH SPAN 

..... ..... .~ ·~~ 

&~ &~ 

I CP 3931 

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79 MPH 79 MPH 

50 MPH 50 MPH 

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79 MPH 79 MPH 

50 MPH 50 MPH 

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SYMBOLS: LEGEND: 

- EXISTING STATION EXISTING TRACK 

- PROPOSED STATION )( )( )( )( 

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NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD 

CP 4101 

110 MPH $ 110 MPH 

79 MPH 79 MPH 

50 MPH 50 MPH 

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1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 110 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 110-15 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED SHEET NO. 15 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: FEBRUARY, 2012 
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79 MPH 

50 MPH 

lcP 4341 ~ 1 c p 4311 I CP 429 I 

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MPH 

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80 MPH E ;:;. 110 MPH 110 MPH $ 110 MPH 

79 MPH 79 MPH 

50 MPH 50 MPH 

BUFFALO - DEPEW 

STATION IMPROVEMENTS 

(MP 431) 

(NO-BUILD PROJECT) 

I c p s II c p 7 I 

-'-, UL_L / ' / / ' ' / 

1 1- ~-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--~-_-_-_-_--~ L-(_-_-_-~~~'>--2 :__-_-_-_-_-_-_-_-_-_-_---, ~ '\ '\ ( I / ' / I 

/ 11::::: - _; BUFFALO EXCHANGE / \

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(C) BELT 1 11-- STATION BELT 1 

45 MPH~79 

35 MPH~50 

MPH 

MPH 

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~ ; = = = ~ :' ~~ = = =,= = = = = = = = = ':; ?~i= = ':'~ = = ~---------------------------------- 'iW~%Z '\ ~-:" ~ ~:: ~-----;_ -_-_ -_-_ -_-_ -_-_ 7 "~- :7~:: _-:: ~ ~ Sl : 

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SYMBOLS: LEGEND: 1 1 1 1 1 CP-DRAW ', 

- EXISTING STATION 

- PROPOSED STATION )( )( )( )( 

EXISTING TRACK NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK 

POTENTIAL ACCESS ROAD ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL CONTRACT NUMBER 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

~ BRIDGE 

r CULVERT 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

TRACK TO BE REMOVED 

------------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

--------- NO-BUILD TRACK 

XX MPH PROPOSED PASSENGER SPEED 

'_,.._. ~···~·· : li1l ~------EM_P_I_RE __ c_o_R_R_Io_o_R_. _TI_E_R_1 __ E_Is ______ ~_X_X_X_X __ X_X_X_X_X_L~=~-=~-~- ".._..., .. ALTERNATIVE 110 DRAWING NO. 110-16 

SHEET NO. 16 

ENGINEERED TRACK SCHEMATICS DATE: FEBRUARY, 2012 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED 
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NIAGARA SUBDIVISION Cl NIAGARA SUBDIVISION t::: I I"'=<: NIAGARA SUBDIVISION GRADE ~ NEW SIGNAL SYSTEM L;j DOUBLE TRACK 0::: I 1

u <: t::: CROSSING IMPROVEMENTS C> 

(MP28-8) S (MP22-17) lcJ 3~ (MP28-1) C> 

1 ~ S l I :(§ iiQ:lcJ 

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'------~------------------------------------------L- ________________________ _1 ________________________________ \ _______ _ 

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NOTES: 

1. NOT ALL POTENTIAL PROPERTY ACQUISITIONS ARE LABELED. ONLY 

LOCATIONS DEEMED TO BE SIGNIFICANT ACQUISITIONS ARE SHOWN. 

SYMBOLS: 

~ BRIDGE 

r CULVERT 

- EXISTING STATION 

- PROPOSED STATION 

- WATER OBSTRUCTION 

~ EXISTING CONTROL POINT 

~ NEW CONTROL POINT 

0 ROCK CUT 

LEGEND: 

EXISTING TRACK 

)( )( )( )( TRACK TO BE REMOVED 

------- OTHER RAILROAD 

EXISTING ACCESS ROAD 

NIAGARA FALLS STATION 

NEW INTERMODAL TRANSPORTATION CENTER 

(MP 28) 

(NO-BUILD PROJ qCT) 

NIAGARA FALLS MAINTENANCE 

FACILITY / YARD IMPROVEMENTS 

(MP 27 - 27) 

1 :::--=--=-I 

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STATION 

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NEW PASSENGER TRACK ON 

UPGRADED EXISTING TRACK CONTRACT NUMBER 

POTENTIAL ACCESS ROAD 

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.... EMPIRE CORRIDOR, TIER 1 EIS xxxxxxxxx 

XX MPH PROPOSED PASSENGER SPEED 

NEW/RELOCATED FREIGHT TRACK XX MPH EXISTING PASSENGER SPEED e ~ NTB NYSDOT HIGH-SPEED INTERCITY PASSENGER RAIL 

ALTERNATIVE 110 

ENGINEERED TRACK SCHEMATICS 

DRAWING NO. 110-17 

SHEET NO. 17 

NEW PASSENGER TRACK XX MPH EXISTING/PROPOSED FREIGHT SPEED DATE: FEBRUARY, 2012 
This page intentionally left blank.
Appendix A – Table of Contents Tier 1 Draft EIS

Track Schematics for Alternative 125

High Speed Rail Empire Corridor Program

New York State Department of Transportation
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